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PA2022-042_20220707_Slope Stability Report Vol III
RESPONSE TO CITY REQUEST SLOPE STABILITY ANALYSIS Proposed Residential Construction Tract 4224, Lot 78 1424 Galaxy Drive Newport Beach, California VOLUME III (Appendix E, Cross Section C-C’ Analysis) Prepared for: Mr. Eddie Chen 1424 Galaxy Drive Newport Beach, California Project by: R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, California 92660 Phone: 949-2539 | Email: Info@Rmccarthyconsulting.com Project No: 8444-10 Report No: R5-8444 July 7, 2022 APPENDIX E SLOPE STABILITY ANALYSIS July 2022 File No: 8444-10 Page E-2 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 APPENDIX E SLOPE STABILITY ANALYSES 1424 Galaxy Drive Engineering and slope stability analyses were performed to assess the gross stability of the existing slope at the site. Limit-equilibrium methods were used for global stability assessment. Our geologic observations and interpretations are indicated on the attached figures. Cross sections considered representative of the existing slope geometry and subsurface geology were selected for the analyses. Analyses were performed using the RocScience, Inc. software Slide 2, Version 9.023. The program uses various two-dimensional, limit equilibrium slope stability programs including PCSTABL5M originally developed at Purdue University. The program calculates factors of safety using various calculation methods including the simplified Bishop method, the simplified Janbu Method, GLE/Morganstern-Price Method and Spencer’s Method. Slide 2 is a commercially available computer program with a comprehensive formulation that makes it possible to analyze complex geometric configurations and loading conditions. Slope stability analyses were performed on representative cross-sections (A-A’ and C-C’). The results indicate that adequate factors-of-safety are present (greater than 1.5 Static/ 1.0 Seismic) with regard to global stability and failures along potentially adverse bedding within the underlying bedrock. The model assumptions for the existing caisson and tie-back support system are discussed in the main report text. Adverse bedding conditions were analyzed by inserting weak bedrock seams at the approximate bedding angles at numerous elevations through and below the caisson support system. Several representative calculations are provided herein for each cross section. Various potential groundwater conditions were also included in the analyses. The calculations indicate that failure paths through the caisson and tie-back system exhibit adequate safety factors for both the existing known conditions and for hypothetical, potentially adverse seismic and water conditions. The results of our slope stability analyses are presented below in Tables E-1 and E-2. Direct shear test results are tabulated below in Table E-3. Test results are specific to this site and to others in the immediate vicinity within similar materials. The test results are also provided in Appendix C and logs of exploration are provided in Appendix B. The average bedrock shear strengths are summarized below in Table E-4. The shear strengths used for analysis are summarized in Table E-5. Shear strength parameters are based on the results of experience with the soil and bedrock on this and similar sites, direct shear tests from this lot and lots in the vicinity, and engineering judgement. Strength parameters utilized are considered reasonable and within an appropriate range for the materials encountered. July 2022 File No: 8444-10 Page E-3 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 TABLE E-1 SECTION A-A’ SLOPE STABILITY RESULTS Figure No: File Name Table E-1 Description Factor of Safety E-1 Slide1 A-A 8444 A1.slmd Static – Global Stability most critical failure surface 1.931 E-2 Slide1 A-A 8444 A1.slmd Static – Global Stability - Pressure Diagram indicating 84K Pile Capacity as used throughout 1.931 E-3 Slide1 A-A 8444 A1.slmd Static – Global Stability all failure surfaces 1.931 E-4 Slide1 A-A 8444 A1.slmd Seismic – Global Stability most critical failure surface 1.297 E-5 Slide1 A-A 8444 A1.slmd Seismic – Global Stability all failure surfaces 1.297 E-6 Slide1 A-A 8444 A3.slmd Static – with weak seam along bedding through caissons; most critical failure mode is below the caisson system 1.899 E-7 Slide1 A-A 8444 A3.slmd Static – along bedding failure mode on weak seam along bedding through caissons; most critical surface is on slope side of the caisson system 2.072 E-8 Slide1 A-A 8444 A3.slmd Static – Same as E-7; weak seam along bedding through caissons – all surfaces 2.072 E-9 Slide1 A-A 8444 A3 Seismic A1.slmd Seismic – Same as E-7; weak seam along bedding through caissons – all surfaces; most critical failure is within the terrace deposits- all surfaces 1.445 E-10 Slide1 A-A 8444 A3 Seismic A1.slmd Seismic – Same as E-9; most critical surface 1.445 E-11 Slide1 A-A 8444 A3 Seismic A1.slmd Seismic – Same as E-6; all surfaces 1.265 E-12 Slide1 A-A 8444 A3 Seismic A1.slmd Seismic – Same as E-6; most critical surface 1.265 E-13 Slide1 A-A 8444 A5.slmd Static – weak seam along bedding through caissons 1.900 E-14 Slide1 A-A 8444 A5.slmd Static – weak seam along bedding through caissons – All Surfaces 1.900 E-15 Slide1 A-A 8444 A6.slmd Static – weak seam along bedding through caissons 1.831 E-16 Slide1 A-A 8444 A6.slmd Static – weak seam along bedding through caissons – All Surfaces 1.831 July 2022 File No: 8444-10 Page E-4 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Figure No: File Name Table E-1 Description Factor of Safety E-17 Slide1 A-A 8444 A7.slmd Same profile as E-16 - Seismic – weak seam along bedding through caissons – All Surfaces 1.222 E-18 Slide1 A-A 8444 A7.slmd Same profile as E-17 - Seismic – weak seam along bedding through caissons – most critical surface 1.222 E-19 Slide1 A-A 8444 A10.slmd Static – weak seam along bedding below caissons 1.646 E-20 Slide1 A-A 8444 A10.slmd Static – weak seam along bedding below caissons – All Surfaces 1.646 E-21 Slide1 A-A 8444 A9.slmd Seismic – weak seam along bedding below caissons 1.086 E-22 Slide1 A-A 8444 A9.slmd Seismic – weak seam along bedding below caissons – All Surfaces 1.086 E-23 Slide1 A-A 8444 A11.slmd Static – Weak Seam Along Bedding with elevated water within terrace deposits – All Surfaces 2.248 E-24 Slide1 A-A 8444 A10.slmd Static – Weak Seam Along Bedding with elevated water within terrace dep 2.248 TABLE E-2 SECTION C-C’ SLOPE STABILITY RESULTS Figure No: File Name Table E-2 Description Factor of Safety EC-1 Slide1- 8444-10 C3.slmd Static – Global Stability most critical failure surface 2.106 EC-2 Slide1- 8444-10 C3.slmd Static – Global Stability - all failure surfaces 2.106 EC-3 Slide1- 8444-10 C3.slmd Static – Global Stability - Pressure Diagram indicating 84K Pile Capacity as used throughout 2.106 EC-4 Slide1- 8444-10 C3.slmd Seismic – Global Stability – most critical failure surface 1.322 EC-5 Slide1- 8444-10 C3.slmd Seismic – Global Stability – all surfaces 1.322 EC-6 Slide1- 8444-10 C6 BBLXX.slmd Static – with weak seam along bedding through caissons; most critical failure mode is below the caisson system 2.078 July 2022 File No: 8444-10 Page E-5 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Figure No: File Name Table E-2 Description Factor of Safety EC-7 Slide1- 8444-10 C6 BBLXX.slmd Static – Same as EC-6 – All surfaces 2.078 EC-8 Slide1- 8444-10 C6 BBL.slmd Seismic – Same as EC-6; weak seam along bedding through caissons – most critical surface 1.443 EC-9 Slide1- 8444-10 C6 BBL.slmd Seismic – Same as EC-8; weak seam along bedding through caissons – most critical surface with pressure diagram 1.443 EC-10 Slide1- 8444-10 C6 BBL.slmd Seismic – Same as EC-8; all surfaces 1.443 EC-11 Slide1- 8444-10 C6 BBL AA.slmd Static – with weak seam along bedding through caissons; most critical failure surface 1.842 EC-12 Slide1- 8444-10 C6 BBL AA.slmd Static – with weak seam along bedding through caissons; All surfaces 1.842 EC-13 Slide1- 8444-10 C6 BBL.slmd Seismic – Same as EC-11; weak seam along bedding through caissons – most critical failure surface 1.259 EC-14 Slide1- 8444-10 C6 BBL.slmd Seismic – Same as EC-12; weak seam along bedding through caissons – all surfaces 1.259 EC-15 Slide1- 8444-10 C7.slmd Static – with weak seam along bedding through caissons; most critical failure surface 2.079 EC-16 Slide1- 8444-10 C7.slmd Static – with weak seam along bedding through caissons; All surfaces 2.079 EC-17 Slide1- 8444-10 C7 Seismic.slmd Seismic – Same as EC-15; weak seam along bedding through caissons – most critical failure surface 1.298 EC-18 Slide1- 8444-10 C7 Seismic.slmd Seismic – Same as EC-15; weak seam along bedding through caissons – most critical failure surface 1.298 EC-19 Slide1- 8444-10 C5 BB.slmd Static – weak seam along bedding below caissons 1.727 EC-20 Slide1- 8444-10 C5 BB.slmd Static – weak seam along bedding below caissons – All Surfaces 1.727 EC-21 Slide1- 8444-10 C5 BB Seismic.slmd Seismic – weak seam along bedding below caissons 1.105 EC-22 Slide1- 8444-10 C5 BB Seismic.slmd Seismic – weak seam along bedding below caissons – All Surfaces 1.105 EC-23 Slide1- 8444-10 C9.slmd Static – Perched water in terrace deposits – most critical surface 2.046 EC-24 Slide1- 8444-10 C9.slmd Static – Perched water in terrace deposits – all surfaces 2.046 July 2022 File No: 8444-10 Page E-6 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 TABLE E-3 DIRECT SHEAR TEST RESULTS SUMMARY REFERENCED CONSULTANT REPORTS Consultant/Date Material Phi Angle (degrees) Cohesion (psf) Sample Location/Test Type Address Moran (1978) Bedrock - Monterey Formation – Shallow Test Pit 28 950 (peak) (undisturbed) 1424 Galaxy Moran (1978) Bedrock - Monterey Formation – Shallow Test Pit 27 900 (ult) (undisturbed) 1424 Galaxy Moran (1978) Bedrock - Monterey Formation - Weathered Outcrop 15 1250 (undisturbed) 1430 Galaxy Moran (1978) Bedrock - Monterey Formation - Bedrock Slide Plane 19 750 (peak) (remolded) 1424 Galaxy Moran (1978) Bedrock - Monterey Formation - Bedrock Slide Plane 19 600 (ult) (remolded) 1424 Galaxy Moran (1978) Terrace Deposits 28 200 (undisturbed) 1424 Galaxy R McCarthy Consulting (2020) Terrace Deposits 29 150 (peak) HA-3 @8’ (undisturbed) 1424 Galaxy R McCarthy Consulting (2020) Terrace Deposits 28 125 (ult) HA-3 @8’ (undisturbed) 1424 Galaxy Zeiser Kling (1998) Bedrock - Monterey Formation 44 900 B-2 @20’ (undisturbed) 1448 Galaxy Zeiser Kling (1998) Bedrock - Monterey Formation 47 1300 B-2 @40’ (undisturbed) 1448 Galaxy Converse Consultants (1998) Fill 30 310 BH-1 @5.5’ (undisturbed) 1454 Galaxy Converse Consultants (1998) Terrace Deposits 31 80 BH-1@9.5’ (undisturbed) 1454 Galaxy Converse Consultants (1998) Bedrock - Monterey Formation 30 2550 BH-1@18.5’ (undisturbed) 1454 Galaxy July 2022 File No: 8444-10 Page E-7 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Consultant/Date Material Phi Angle (degrees) Cohesion (psf) Sample Location/Test Type Address Converse Consultants (1998) Bedrock - Monterey Formation 23 2680 BH-2 36.5’ (undisturbed) 1454 Galaxy Converse Consultants (1998) Slide Plane Gouge above Clay bed 28 380 TP-1A@3’ (remolded) 1454 Galaxy Converse Consultants (1998) Slide Plane Gouge above Clay bed 20 780 TP-1B@3’ (remolded) 1454 Galaxy Converse Consultants (1998) Slide Plane Gouge above Clay bed 18 960 TP-1C@3’ (remolded) 1454 Galaxy Converse Consultants (1998) Slide Plane Gouge above Clay bed 12 170 TP-1D@3’ (remolded) 1454 Galaxy GMU (2018) Terrace Deposits 35 280 (peak) DH-1 @10’ (undisturbed) 1392 Galaxy GMU (2018) Terrace Deposits 33 215 (ult) DH-1 @10’ (undisturbed) 1392 Galaxy GMU (2018) Fill 34 350 (peak) DH-1 @5’ (undisturbed) 1392 Galaxy GMU (2018) Fill 30 230 (ult) DH-1 @5’ (undisturbed) 1392 Galaxy GMU (2018) Bedrock - Monterey Formation 37 780 (peak) DH-1 @20’ (undisturbed) 1392 Galaxy GMU (2018) Bedrock - Monterey Formation 35 675 (ult) DH-1 @20’ (undisturbed) 1392 Galaxy GMU (2018) Bedrock - Monterey Formation 20 210 (residual) DH-1 @20’ (re-sheared) 1392 Galaxy TABLE E-4 AVERAGE BEDROCK SHEAR STRENGTHS PER TABLE E-3 Material Description Cohesion (psf) Friction Angle (degrees) Bedrock – Monterey Formation 1487 32 Along Bedding 504 18.4 July 2022 File No: 8444-10 Page E-8 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 TABLE E-5 SHEAR STRENGTHS FOR ANALYSIS Soil Material Number Material Description Cohesion (psf) Friction Angle (degrees) 1 Bedrock – Monterey Formation 1400 30 2 Terrace Deposits 200 33 3 Fill 275 33 4 Along Bedding 500 18 5 Alluvium 150 26 Slope Stability Analysis Discussion of Results In terms of slope stability, the Safety Factor (FS) against potential slope failure is defined as the ratio of calculated total shear strength (friction and cohesion along a potential failure surface) to driving stresses (gravitational forces pulling downslope). FS of unity (1.0) indicates the balance point between the resisting and driving stresses and represents failure for results below 1.0. FS below unity therefore indicates slope instability. For the limit-equilibrium analyses, the minimum static FS for slope stability was evaluated. For a long-term static condition, the FS criterion used to evaluate the static stability was 1.50. The seismic stability was evaluated using the pseudostatic analysis method within Slide 2. In this method, the earthquake forces are represented by a static lateral force equal to the product of the horizontal seismic coefficient (k) and the weight of the slide mass. The FS is then computed using conventional limit-equilibrium analysis. The seismic stability was also evaluated in accordance with the recommended procedures provided in Special Publication 117A (California Geological Survey, 2008). This method, which is known as a screening analysis, involves calculating a "k" coefficient and evaluating the stability using a minimum required FS = 1.0. The "k" coefficient is dependent on the peak ground acceleration (PGA), the contributing earthquake magnitude and distance to the fault, and the amount of tolerable displacement. The method generally requires that the amount of tolerable displacement should be 15 centimeters (approximately 6-inches) or less for slopes that may affect the integrity of structures. The calculated "k" coefficient used in our analyses was determined to be 0.25 for 15 cm of movement. These are based on an Mw=7.1 from the Newport-Inglewood Seismic Zone located less than 10 km from the site, and a PGA = 0.704 g. Based on the results of our analyses, the minimum FS criterion (FS>=1.50) is satisfied for the static cases. The minimum FS criterion (FS>=1.0) is also considered satisfied for the pseudostatic cases in terms of potential failures affecting the integrity of proposed structures. Therefore, it should be anticipated that deformations of less than 6 inches are possible, based on present knowledge and assumptions, and these may occur during an earthquake in portions of the slope, and may affect areas of the lot during a major seismic event. 2.1062.106WW 1000.00 lbs/ft2 1000.00 lbs/ft22.1062.106Min FSMethod Name2.106Bishop simplified2.099GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill1CustomWater Surface26150Mohr‐Coulomb120QalSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+3002001000-200-1000100200300400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Global StabilityDrawn ByKAD/RJMFile NameSlide1- 8444-10 C3.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-1 2.1062.106WW 1000.00 lbs/ft2 1000.00 lbs/ft22.1062.106Min FSMethod Name2.106Bishop simplified2.099GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill1CustomWater Surface26150Mohr‐Coulomb120QalSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+3002001000-200-1000100200300400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Global StabilityDrawn ByKAD/RJMFile NameSlide1- 8444-10 C3.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-2 2.1062.106120150084000WW 1000.00 lbs/ft2 1000.00 lbs/ft22.1062.106120150084000Min FSMethod Name2.106Bishop simplified2.099GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill1CustomWater Surface26150Mohr‐Coulomb120QalPressureSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+3002001000-200-1000100200300400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Global StabilityDrawn ByKAD/RJMFile NameSlide1- 8444-10 C3.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-3 Slide1- 8444-10 C3 Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Loading ................................................................................................................................................................... 6 Materials ..................................................................................................................................................................7 Support ................................................................................................................................................................... 8 Global Minimums ...................................................................................................................................................... 9 Method: bishop simplified ........................................................................................................................... 9 Method: gle/morgenstern-price ................................................................................................................... 9 Global Minimum Support Data ................................................................................................................................. 10 Method: bishop simplified ......................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Valid and Invalid Surfaces .......................................................................................................................................11 Method: bishop simplified ......................................................................................................................... 11 Method: gle/morgenstern-price ................................................................................................................. 11 Error Code Descriptions .............................................................................................................. 11 Slice Data ...............................................................................................................................................................12 Global Minimum Query (bishop simplified) - Safety Factor: 2.10561 .............................................................12 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.09938 ..................................................... 13 Interslice Data ........................................................................................................................................................14 Global Minimum Query (bishop simplified) - Safety Factor: 2.10561 .............................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.09938 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 File Name:Slide1- 8444-10 C3.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:00.854s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Slices Type:Vertical Analysis Methods Used Bishop simplified GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations:75 Check malpha < 0.2:Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS:1 Steffensen Iteration:Yes Eliminate vertical segments in non-circular search Yes 4/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Surface Type:Circular Search Method:Grid Search Radius Increment:10 Composite Surfaces:Disabled Reverse Curvature:Invalid Surfaces Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]200 Friction Angle [deg]33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]100 Cohesion [psf]1400 Friction Angle [deg]30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]275 Friction Angle [deg]33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]150 Friction Angle [deg]26 Water Surface Water Table Hu Value 1 7/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 8/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Method: bishop simplified FS 2.105610 Center: 93.452, 209.233 Radius: 234.901 Left Slip Surface Endpoint:8.631, -9.820 Right Slip Surface Endpoint:305.181, 107.500 Left Slope Intercept:8.631 0.000 Right Slope Intercept:305.181 107.500 Resisting Moment:2.76303e+08 lb-ft Driving Moment:1.31222e+08 lb-ft Total Slice Area:14302.5 ft2 Surface Horizontal Width:296.55 ft Surface Average Height:48.2296 ft Method: gle/morgenstern-price FS 2.099380 Center: 93.452, 209.233 Radius: 234.901 Left Slip Surface Endpoint:8.631, -9.820 Right Slip Surface Endpoint:305.181, 107.500 Left Slope Intercept:8.631 0.000 Right Slope Intercept:305.181 107.500 Resisting Moment:2.75484e+08 lb-ft Driving Moment:1.31222e+08 lb-ft Resisting Horizontal Force:1.01601e+06 lb Driving Horizontal Force:483960 lb Total Slice Area:14302.5 ft2 Surface Horizontal Width:296.55 ft Surface Average Height:48.2296 ft 9/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Method: bishop simplified Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.304, 94.058 55 Not Effective Not Effective Not Effective Not Effective 0 Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.304, 94.058 55 Not Effective Not Effective Not Effective Not Effective 0 10/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Method: bishop simplified Number of Valid Surfaces:8504 Number of Invalid Surfaces:757 Error Codes Error Code -103 reported for 22 surfaces Error Code -106 reported for 241 surfaces Error Code -107 reported for 146 surfaces Error Code -108 reported for 6 surfaces Error Code -112 reported for 6 surfaces Error Code -1000 reported for 336 surfaces Method: gle/morgenstern-price Number of Valid Surfaces:6474 Number of Invalid Surfaces:2787 Error Codes Error Code -103 reported for 22 surfaces Error Code -106 reported for 241 surfaces Error Code -107 reported for 146 surfaces Error Code -108 reported for 148 surfaces Error Code -111 reported for 1888 surfaces Error Code -112 reported for 6 surfaces Error Code -1000 reported for 336 surfaces Error Code Descriptions The following errors were encountered during the computation: -103 = Two surface / slope intersections, but one or more surface / nonslope external polygon intersections lie between them. This usually occurs when the slip surface extends past the bottom of the soil region, but may also occur on a benched slope model with two sets of Slope Limits. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -107 = Total driving moment or total driving force is negative. This will occur if the wrong failure direction is specified, or if high external or anchor loads are applied against the failure direction. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -1000 = No valid slip surface is generated 11/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (bishop simplified) - Safety Factor: 2.10561 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 6.21985 4990.84 -20.3582 Qal 150 26 107.74 226.859 842.336 684.751 157.585 802.357 117.606 2 6.07864 7018.98 -18.7661 Bedrock 1400 30 833.931 1755.93 1437.69 821.198 616.494 1154.35 333.151 3 6.07864 8983.34 -17.2071 Bedrock 1400 30 886.341 1866.29 1752 944.37 807.634 1477.52 533.145 4 6.07864 10847.1 -15.661 Bedrock 1400 30 926.449 1950.74 2043.88 1089.97 953.905 1784.14 694.172 5 6.07864 12625.2 -14.1266 Bedrock 1400 30 965.091 2032.11 2319.57 1224.74 1094.83 2076.68 851.935 6 6.07864 14104.7 -12.6025 Bedrock 1400 30 992.051 2088.87 2541.89 1348.73 1193.16 2320.1 971.367 7 6.07864 15252.8 -11.0874 Bedrock 1400 30 1005.98 2118.21 2706.14 1462.17 1243.97 2509 1046.83 8 6.07864 16296.1 -9.58006 Bedrock 1400 30 1017.85 2143.2 2852.47 1565.21 1287.26 2680.68 1115.47 9 6.07864 17239.7 -8.07944 Bedrock 1400 30 1027.88 2164.32 2981.85 1658.01 1323.84 2835.94 1177.93 10 6.07864 18084.7 -6.58437 Bedrock 1400 30 1036.12 2181.67 3094.57 1740.69 1353.88 2974.98 1234.29 11 6.07864 18832.2 -5.0938 Bedrock 1400 30 1042.61 2195.33 3190.91 1813.35 1377.56 3097.97 1284.62 12 6.07864 19491.3 -3.60668 Bedrock 1400 30 1047.78 2206.22 3272.5 1876.08 1396.42 3206.45 1330.37 13 6.07864 20204.6 -2.12199 Bedrock 1400 30 1065.45 2243.43 3363.3 1902.43 1460.87 3323.82 1421.39 14 6.07864 20877 -0.63872 Bedrock 1400 30 1085.78 2286.24 3446.58 1911.57 1535.01 3434.47 1522.9 15 6.07864 21479 0.844117 Bedrock 1400 30 1105.35 2327.44 3517.26 1910.89 1606.37 3533.55 1622.66 16 6.07864 23284.9 2.32752 Bedrock 1400 30 1197.47 2521.41 3781.98 1839.64 1942.34 3830.65 1991.01 17 6.07864 25725.9 3.81249 Bedrock 1400 30 1327.63 2795.48 4143.83 1726.78 2417.05 4232.3 2505.52 18 6.07864 28230.9 5.30002 Bedrock 1400 30 1461.39 3077.11 4508.87 1604.04 2904.83 4644.44 3040.4 19 6.07864 30913.9 6.79116 Bedrock 1400 30 1603.63 3376.61 4894.94 1471.34 3423.6 5085.91 3614.57 20 6.07864 33206.4 8.28693 Bedrock 1400 30 1729.48 3641.61 5211.21 1328.62 3882.59 5463.11 4134.49 21 6.07864 34933.5 9.78841 Bedrock 1400 30 1831.74 3856.94 5431.29 1175.76 4255.53 5747.31 4571.55 22 6.07864 36565.2 11.2967 Bedrock 1400 30 1930.97 4065.88 5630.1 1012.65 4617.45 6015.83 5003.18 23 6.07864 38321.7 12.813 Bedrock 1400 30 2025.22 4264.33 5844.28 883.113 4961.17 6304.89 5421.77 24 6.07864 40068.6 14.3385 Bedrock 1400 30 2119.08 4461.95 6050.7 747.249 5303.45 6592.36 5845.12 25 6.07864 41357.4 15.8744 Bedrock 1400 30 2194.84 4621.47 6180.33 600.586 5579.74 6804.48 6203.9 26 6.07864 42101 17.4222 Bedrock 1400 30 2249.25 4736.05 6221.09 442.886 5778.2 6926.92 6484.03 27 6.07864 42733.2 18.9832 Bedrock 1400 30 2300.67 4844.31 6239.6 273.878 5965.72 7031.03 6757.15 28 6.07864 43296.1 20.559 Bedrock 1400 30 2350.86 4950 6242.03 93.2537 6148.78 7123.74 7030.49 29 5.9582 43017.2 22.1352 Bedrock 1400 30 2379.47 5010.23 6253.1 0 6253.1 7221.01 7221.01 30 5.9582 43487.7 23.7134 Bedrock 1400 30 2379.91 5011.16 6254.71 0 6254.71 7300.08 7300.08 31 5.9582 43714.2 25.3109 Bedrock 1400 30 2369.7 4989.66 6217.47 0 6217.47 7338.18 7338.18 32 5.9582 43376.5 26.9298 Bedrock 1400 30 2336.08 4918.88 6094.88 0 6094.88 7281.58 7281.58 33 5.9582 42820 28.5723 Bedrock 1400 30 2293.42 4829.04 5939.28 0 5939.28 7188.26 7188.26 34 5.9582 42617.2 30.2409 Bedrock 1400 30 2264.58 4768.33 5834.12 0 5834.12 7154.3 7154.3 35 5.9582 42741.5 31.9383 Bedrock 1400 30 2248.07 4733.55 5773.88 0 5773.88 7175.27 7175.27 36 5.9582 43240.9 33.6678 Bedrock 1400 30 2245.25 4727.63 5763.62 0 5763.62 7259.19 7259.19 37 5.9582 43635.7 35.4328 Bedrock 1400 30 2237.09 4710.43 5733.84 0 5733.84 7325.58 7325.58 38 5.9582 43878.4 37.2374 Bedrock 1400 30 2221.72 4678.07 5677.77 0 5677.77 7366.43 7366.43 39 5.9582 47613.3 39.0863 Bedrock 1400 30 2336.33 4919.4 6095.78 0 6095.78 7993.54 7993.54 40 5.9582 46908.6 40.9852 Bedrock 1400 30 2280.9 4802.69 5893.64 0 5893.64 7875.36 7875.36 41 5.9582 44661.3 42.9405 Bedrock 1400 30 2167.75 4564.44 5480.98 0 5480.98 7498.23 7498.23 42 5.9582 42107.5 44.9601 Bedrock 1400 30 2043.75 4303.34 5028.74 0 5028.74 7069.64 7069.64 43 5.9582 38597.8 47.0537 Bedrock 1400 30 1886.19 3971.57 4454.08 0 4454.08 6480.57 6480.57 44 5.9582 34632 49.2331 Bedrock 1400 30 1864.54 3926 4375.15 0 4375.15 6537.77 6537.77 45 5.9582 30340.6 51.5137 Bedrock 1400 30 1737.03 3657.5 3910.09 0 3910.09 6094.91 6094.91 46 5.9582 25672.5 53.9153 Bedrock 1400 30 1541.34 3245.47 3196.45 0 3196.45 5311.35 5311.35 47 5.66336 19190.9 56.3972 Terrace Deposits 200 33 989.699 2083.92 2900.97 0 2900.97 4390.43 4390.43 48 5.66336 13093.8 58.9859 Terrace Deposits 200 33 738.218 1554.4 2085.59 0 2085.59 3313.51 3313.51 49 5.66336 6305.59 61.7877 Terrace Deposits 200 33 467.058 983.441 1206.39 0 1206.39 2077 2077 50 1.96888 472.531 63.7927 Fill 275 33 125.859 265.01 -15.3838 0 -15.3838 240.312 240.312 12/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.09938 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 6.21985 4990.84 -20.3582 Qal 150 26 112.822 236.856 862.831 684.751 178.08 820.966 136.215 2 6.07864 7018.98 -18.7661 Bedrock 1400 30 873.133 1833.04 1571.25 821.198 750.05 1274.59 453.387 3 6.07864 8983.34 -17.2071 Bedrock 1400 30 955.899 2006.8 1995.38 944.37 1051.01 1699.35 754.978 4 6.07864 10847.1 -15.661 Bedrock 1400 30 1026.03 2154.03 2395.97 1089.97 1306 2108.32 1018.35 5 6.07864 12625.2 -14.1266 Bedrock 1400 30 1096.79 2302.58 2788.06 1224.74 1563.32 2512.02 1287.28 6 6.07864 14104.7 -12.6025 Bedrock 1400 30 1154.3 2423.31 3121.16 1348.73 1772.43 2863.09 1514.36 7 6.07864 15252.8 -11.0874 Bedrock 1400 30 1195.23 2509.25 3383.44 1462.17 1921.27 3149.22 1687.05 8 6.07864 16296.1 -9.58006 Bedrock 1400 30 1230.56 2583.41 3614.94 1565.21 2049.73 3407.25 1842.04 9 6.07864 17239.7 -8.07944 Bedrock 1400 30 1259.86 2644.92 3814.27 1658.01 2156.26 3635.42 1977.41 10 6.07864 18084.7 -6.58437 Bedrock 1400 30 1282.69 2692.85 3979.98 1740.69 2239.29 3831.92 2091.23 11 6.07864 18832.2 -5.0938 Bedrock 1400 30 1298.8 2726.67 4111.2 1813.35 2297.85 3995.43 2182.08 12 6.07864 19491.3 -3.60668 Bedrock 1400 30 1308.53 2747.1 4209.33 1876.08 2333.25 4126.85 2250.77 13 6.07864 20204.6 -2.12199 Bedrock 1400 30 1327.42 2786.75 4304.36 1902.43 2401.93 4255.17 2352.74 14 6.07864 20877 -0.63872 Bedrock 1400 30 1344.7 2823.03 4376.33 1911.57 2464.76 4361.34 2449.77 15 6.07864 21479 0.844117 Bedrock 1400 30 1356.78 2848.39 4419.59 1910.89 2508.7 4439.58 2528.69 16 6.07864 23284.9 2.32752 Bedrock 1400 30 1445.5 3034.66 4670.95 1839.64 2831.31 4729.71 2890.07 17 6.07864 25725.9 3.81249 Bedrock 1400 30 1571.92 3300.06 5017.77 1726.78 3290.99 5122.53 3395.75 18 6.07864 28230.9 5.30002 Bedrock 1400 30 1697.51 3563.72 5351.71 1604.04 3747.67 5509.18 3905.14 19 6.07864 30913.9 6.79116 Bedrock 1400 30 1827.43 3836.47 5691.43 1471.34 4220.09 5909.05 4437.71 20 6.07864 33206.4 8.28693 Bedrock 1400 30 1935.08 4062.46 5940.13 1328.62 4611.51 6221.97 4893.35 21 6.07864 34933.5 9.78841 Bedrock 1400 30 2013.74 4227.61 6073.34 1175.76 4897.58 6420.75 5244.99 22 6.07864 36565.2 11.2967 Bedrock 1400 30 2086.11 4379.54 6173.37 1012.65 5160.72 6590.09 5577.44 23 6.07864 38321.7 12.813 Bedrock 1400 30 2149.6 4512.82 6274.67 883.113 5391.56 6763.56 5880.45 24 6.07864 40068.6 14.3385 Bedrock 1400 30 2210.47 4640.62 6360.17 747.249 5612.92 6925.19 6177.94 25 6.07864 41357.4 15.8744 Bedrock 1400 30 2251.85 4727.48 6363.96 600.586 5763.37 7004.33 6403.74 26 6.07864 42101 17.4222 Bedrock 1400 30 2271.88 4769.54 6279.1 442.886 5836.22 6992.03 6549.15 27 6.07864 42733.2 18.9832 Bedrock 1400 30 2289.84 4807.24 6175.4 273.878 5901.52 6963.1 6689.23 28 6.07864 43296.1 20.559 Bedrock 1400 30 2308.08 4845.53 6061.09 93.2537 5967.84 6926.75 6833.5 29 5.9582 43017.2 22.1352 Bedrock 1400 30 2303.79 4836.54 5952.26 0 5952.26 6889.38 6889.38 30 5.9582 43487.7 23.7134 Bedrock 1400 30 2271.12 4767.94 5833.45 0 5833.45 6831.04 6831.04 31 5.9582 43714.2 25.3109 Bedrock 1400 30 2231.1 4683.93 5687.93 0 5687.93 6743.08 6743.08 32 5.9582 43376.5 26.9298 Bedrock 1400 30 2172.52 4560.95 5474.91 0 5474.91 6578.52 6578.52 33 5.9582 42820 28.5723 Bedrock 1400 30 2109.19 4427.99 5244.64 0 5244.64 6393.28 6393.28 34 5.9582 42617.2 30.2409 Bedrock 1400 30 2062.11 4329.16 5073.45 0 5073.45 6275.6 6275.6 35 5.9582 42741.5 31.9383 Bedrock 1400 30 2029.72 4261.16 4955.67 0 4955.67 6220.95 6220.95 36 5.9582 43240.9 33.6678 Bedrock 1400 30 2013.17 4226.4 4895.48 0 4895.48 6236.46 6236.46 37 5.9582 43635.7 35.4328 Bedrock 1400 30 1995.42 4189.14 4830.93 0 4830.93 6250.72 6250.72 38 5.9582 43878.4 37.2374 Bedrock 1400 30 1974.98 4146.23 4756.61 0 4756.61 6257.73 6257.73 39 5.9582 47613.3 39.0863 Bedrock 1400 30 2074.26 4354.65 5117.61 0 5117.61 6802.48 6802.48 40 5.9582 46908.6 40.9852 Bedrock 1400 30 2027.15 4255.76 4946.32 0 4946.32 6707.57 6707.57 41 5.9582 44661.3 42.9405 Bedrock 1400 30 1932.65 4057.37 4602.69 0 4602.69 6401.17 6401.17 42 5.9582 42107.5 44.9601 Bedrock 1400 30 1831.64 3845.3 4235.38 0 4235.38 6064.47 6064.47 43 5.9582 38597.8 47.0537 Bedrock 1400 30 1702.94 3575.12 3767.41 0 3767.41 5597.03 5597.03 44 5.9582 34632 49.2331 Bedrock 1400 30 1698.94 3566.73 3752.88 0 3752.88 5723.43 5723.43 45 5.9582 30340.6 51.5137 Bedrock 1400 30 1602.61 3364.49 3402.61 0 3402.61 5418.36 5418.36 46 5.9582 25672.5 53.9153 Bedrock 1400 30 1443.91 3031.31 2825.51 0 2825.51 4806.71 4806.71 47 5.66336 19190.9 56.3972 Terrace Deposits 200 33 905.825 1901.67 2620.33 0 2620.33 3983.57 3983.57 48 5.66336 13093.8 58.9859 Terrace Deposits 200 33 695.339 1459.78 1939.9 0 1939.9 3096.49 3096.49 49 5.66336 6305.59 61.7877 Terrace Deposits 200 33 455.282 955.81 1163.84 0 1163.84 2012.5 2012.5 50 1.96888 472.531 63.7927 Fill 275 33 126.58 265.739 -14.261 0 -14.261 242.9 242.9 13/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (bishop simplified) - Safety Factor: 2.10561 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 8.63125 -9.81964 3008.47 0 0 2 14.8511 -12.1276 3603.78 0 0 3 20.9297 -14.193 13038.5 0 0 4 27.0084 -16.0754 22298.1 0 0 5 33.087 -17.7796 31441.2 0 0 6 39.1657 -19.3094 40849.1 0 0 7 45.2443 -20.6685 50326.5 0 0 8 51.323 -21.8597 59657.6 0 0 9 57.4016 -22.8856 68763.6 0 0 10 63.4802 -23.7485 77577.2 0 0 11 69.5589 -24.4501 86039 0 0 12 75.6375 -24.992 94097.8 0 0 13 81.7162 -25.3751 101713 0 0 14 87.7948 -25.6004 108939 0 0 15 93.8734 -25.6681 115765 0 0 16 99.9521 -25.5786 122160 0 0 17 106.031 -25.3315 128496 0 0 18 112.109 -24.9264 134878 0 0 19 118.188 -24.3625 141208 0 0 20 124.267 -23.6386 147400 0 0 21 130.345 -22.7533 153287 0 0 22 136.424 -21.7046 158712 0 0 23 142.503 -20.4903 163599 0 0 24 148.581 -19.1078 167815 0 0 25 154.66 -17.554 171279 0 0 26 160.738 -15.8254 173920 0 0 27 166.817 -13.9179 175709 0 0 28 172.896 -11.8269 176630 0 0 29 178.974 -9.54701 176672 0 0 30 184.933 -7.12337 175676 0 0 31 190.891 -4.50624 173470 0 0 32 196.849 -1.68841 170052 0 0 33 202.807 1.33826 165506 0 0 34 208.765 4.58304 159883 0 0 35 214.724 8.0565 153094 0 0 36 220.682 11.7707 145027 0 0 37 226.64 15.7395 135514 0 0 38 232.598 19.9789 124519 0 0 39 238.556 24.5075 112027 0 0 40 244.515 29.3473 96428.6 0 0 41 250.473 34.5239 79492.6 0 0 42 256.431 40.0685 62003.2 0 0 43 262.389 46.0184 44244.9 0 0 44 268.347 52.4198 26957.1 0 0 45 274.306 59.3305 7817.36 0 0 46 280.264 66.8247 -11148.7 0 0 47 286.222 75 -28108.2 0 0 48 291.885 83.5231 -47235.5 0 0 49 297.549 92.9433 -62706.5 0 0 50 303.212 103.5 -72800.1 0 0 51 305.181 107.5 0 0 0 14/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.09938 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 8.63125 -9.81964 3008.47 0 0 2 14.8511 -12.1276 3684.02 115.265 1.79208 3 20.9297 -14.193 13642.9 842.243 3.53267 4 27.0084 -16.0754 23794.2 2187.32 5.25224 5 33.087 -17.7796 34154 4157.8 6.94085 6 39.1657 -19.3094 45091.1 6810.66 8.58916 7 45.2443 -20.6685 56354.4 10128.1 10.1885 8 51.323 -21.8597 67655.3 14049.1 11.7311 9 57.4016 -22.8856 78849.5 18508.4 13.2099 10 63.4802 -23.7485 89804.5 23423.8 14.6188 11 69.5589 -24.4501 100400 28699.3 15.9526 12 75.6375 -24.992 110528 34228.8 17.2069 13 81.7162 -25.3751 120100 39901.6 18.3784 14 87.7948 -25.6004 129145 45640.8 19.4638 15 93.8734 -25.6681 137621 51348.7 20.4614 16 99.9521 -25.5786 145478 56922.6 21.3694 17 106.031 -25.3315 153117 62444.1 22.1866 18 112.109 -24.9264 160647 67900.2 22.9122 19 118.188 -24.3625 167955 73188.8 23.5459 20 124.267 -23.6386 174951 78212.8 24.0873 21 130.345 -22.7533 181463 82836.5 24.5363 22 136.424 -21.7046 187344 86934.4 24.893 23 142.503 -20.4903 192537 90426.8 25.1575 24 148.581 -19.1078 196939 93217.5 25.3297 25 154.66 -17.554 200503 95247.8 25.4098 26 160.738 -15.8254 203200 96476.9 25.3978 27 166.817 -13.9179 205042 96895.3 25.2937 28 172.896 -11.8269 206058 96513.3 25.0974 29 178.974 -9.54701 206280 95353.5 24.8089 30 184.933 -7.12337 205590 93417.8 24.4365 31 190.891 -4.50624 203865 90661.6 23.9754 32 196.849 -1.68841 201140 87147.8 23.4256 33 202.807 1.33826 197523 82979.1 22.7872 34 208.765 4.58304 193081 78247 22.0605 35 214.724 8.0565 187754 72998.1 21.2459 36 220.682 11.7707 181450 67279.8 20.3443 37 226.64 15.7395 174024 61135.8 19.3567 38 232.598 19.9789 165442 54665.8 18.2847 39 238.556 24.5075 155677 47983.4 17.1306 40 244.515 29.3473 143276 40804.9 15.8969 41 250.473 34.5239 129758 33767.9 14.587 42 256.431 40.0685 115761 27162.3 13.2051 43 262.389 46.0184 101482 21119.4 11.756 44 268.347 52.4198 87519.3 15819 10.2455 45 274.306 59.3305 71714.1 10948.5 8.68025 46 280.264 66.8247 55769.9 6914.38 7.06749 47 286.222 75 41279.8 3913.25 5.41535 48 291.885 83.5231 24080 1606.34 3.81646 49 297.549 92.9433 9746.63 374.062 2.19785 50 303.212 103.5 40.5554 0.401926 0.567814 51 305.181 107.5 0 0 0 15/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Group 1 Shared Entities 16/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50 141, 40125, 30113, 2099, 1080, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -25 0, -280, -50400, -50400, 75400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 240, 95.38 260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 17/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Wednesday, June 29, 2022Slide1- 8444-10 C3 1.3221.322WW 1000.00 lbs/ft2 1000.00 lbs/ft21.3221.322Min FSMethod Name1.322Bishopsimplified1.334GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill1CustomWater Surface26150Mohr‐Coulomb120Qal 0.25Safety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+3002001000-200-1000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Global StabilityDrawn ByKAD/RJMFile NameSlide1- 8444-10 C3.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-4 1.3221.322WW 1000.00 lbs/ft2 1000.00 lbs/ft21.3221.322Min FSMethod Name1.322Bishopsimplified1.334GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill1CustomWater Surface26150Mohr‐Coulomb120Qal 0.25Safety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+3002001000-200-1000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Global StabilityDrawn ByKAD/RJMFile NameSlide1- 8444-10 C3.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-5 Slide1- 8444-10 C3 Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Seismic Loading ........................................................................................................................................................6 Loading ................................................................................................................................................................... 7 Materials ..................................................................................................................................................................8 Support ................................................................................................................................................................... 9 Global Minimums .................................................................................................................................................... 10 Method: bishop simplified ......................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Support Data ................................................................................................................................. 11 Method: bishop simplified ......................................................................................................................... 11 Method: gle/morgenstern-price ................................................................................................................. 11 Valid and Invalid Surfaces .......................................................................................................................................12 Method: bishop simplified ......................................................................................................................... 12 Method: gle/morgenstern-price ................................................................................................................. 12 Error Code Descriptions .............................................................................................................. 12 Slice Data ...............................................................................................................................................................13 Global Minimum Query (bishop simplified) - Safety Factor: 1.32208 .............................................................13 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.33359 ..................................................... 14 Interslice Data ........................................................................................................................................................15 Global Minimum Query (bishop simplified) - Safety Factor: 1.32208 .............................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.33359 ..................................................... 16 Entity Information ...................................................................................................................................................17 Group 1 .................................................................................................................................................. 17 Shared Entities ...........................................................................................................................17 Scenario-based Entities ...............................................................................................................18 2/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 File Name:Slide1- 8444-10 C3.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:00.879s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Slices Type:Vertical Analysis Methods Used Bishop simplified GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations:75 Check malpha < 0.2:Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS:1 Steffensen Iteration:Yes Eliminate vertical segments in non-circular search Yes 4/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Surface Type:Circular Search Method:Grid Search Radius Increment:10 Composite Surfaces:Disabled Reverse Curvature:Invalid Surfaces Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]200 Friction Angle [deg]33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]100 Cohesion [psf]1400 Friction Angle [deg]30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]275 Friction Angle [deg]33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]150 Friction Angle [deg]26 Water Surface Water Table Hu Value 1 8/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 9/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Method: bishop simplified FS 1.322080 Center: 103.787, 229.902 Radius: 257.476 Left Slip Surface Endpoint:9.327, -9.621 Right Slip Surface Endpoint:330.308, 107.500 Left Slope Intercept:9.327 0.000 Right Slope Intercept:330.308 107.500 Resisting Moment:3.34141e+08 lb-ft Driving Moment:2.52739e+08 lb-ft Total Slice Area:17297.8 ft2 Surface Horizontal Width:320.98 ft Surface Average Height:53.8907 ft Method: gle/morgenstern-price FS 1.333590 Center: 103.787, 250.572 Radius: 276.479 Left Slip Surface Endpoint:9.867, -9.467 Right Slip Surface Endpoint:340.370, 107.500 Left Slope Intercept:9.867 0.000 Right Slope Intercept:340.370 107.500 Resisting Moment:3.7384e+08 lb-ft Driving Moment:2.80327e+08 lb-ft Resisting Horizontal Force:1.21521e+06 lb Driving Horizontal Force:911232 lb Total Slice Area:17717.3 ft2 Surface Horizontal Width:330.503 ft Surface Average Height:53.6071 ft 10/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Method: bishop simplified Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.304, 94.058 55 Not Effective Not Effective Not Effective Not Effective 0 Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.304, 94.058 55 Not Effective Not Effective Not Effective Not Effective 0 11/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Method: bishop simplified Number of Valid Surfaces:8658 Number of Invalid Surfaces:603 Error Codes Error Code -103 reported for 22 surfaces Error Code -106 reported for 241 surfaces Error Code -107 reported for 4 surfaces Error Code -1000 reported for 336 surfaces Method: gle/morgenstern-price Number of Valid Surfaces:7208 Number of Invalid Surfaces:2053 Error Codes Error Code -103 reported for 22 surfaces Error Code -106 reported for 241 surfaces Error Code -107 reported for 4 surfaces Error Code -108 reported for 28 surfaces Error Code -111 reported for 1422 surfaces Error Code -1000 reported for 336 surfaces Error Code Descriptions The following errors were encountered during the computation: -103 = Two surface / slope intersections, but one or more surface / nonslope external polygonintersections lie between them. This usually occurs when the slip surface extends past thebottom of the soil region, but may also occur on a benched slope model with two sets of Slope Limits. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -107 = Total driving moment or total driving force is negative. This will occur if the wrong failure direction is specified, or if high external or anchor loads are applied against the failure direction. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation ofextremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -1000 = No valid slip surface is generated 12/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (bishop simplified) - Safety Factor: 1.32208 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 5.87793 4601.81 -20.8229 Qal 150 26 180.345 238.43 851.386 670.077 181.309 782.797 112.72 2 6.61843 7632.68 -19.3427 Bedrock 1400 30 1426.13 1885.46 1653.15 812.312 840.84 1152.54 340.223 3 6.61843 10000.6 -17.7888 Bedrock 1400 30 1512.31 1999.39 1995.54 957.364 1038.18 1510.32 552.951 4 6.61843 12294.8 -16.2484 Bedrock 1400 30 1581.81 2091.28 2318 1120.67 1197.33 1857 736.325 5 6.61843 14397.7 -14.7199 Bedrock 1400 30 1641.52 2170.22 2606.04 1271.98 1334.06 2174.79 902.808 6 6.61843 16046.9 -13.2021 Bedrock 1400 30 1672.41 2211.06 2816.35 1411.54 1404.81 2424.02 1012.48 7 6.61843 17452.1 -11.6937 Bedrock 1400 30 1690.72 2235.27 2986.33 1539.6 1446.73 2636.39 1096.79 8 6.61843 18737.2 -10.1934 Bedrock 1400 30 1705.68 2255.05 3137.33 1656.34 1480.99 2830.63 1174.29 9 6.61843 19904.2 -8.70021 Bedrock 1400 30 1717.43 2270.58 3269.82 1761.94 1507.88 3007.01 1245.07 10 6.61843 20954.6 -7.21293 Bedrock 1400 30 1726.08 2282.01 3384.24 1856.55 1527.69 3165.79 1309.24 11 6.61843 21895.2 -5.73052 Bedrock 1400 30 1732.11 2289.99 3481.79 1940.28 1541.51 3307.97 1367.69 12 6.61843 22890.3 -4.25196 Bedrock 1400 30 1758.56 2324.96 3589.14 1987.05 1602.09 3458.39 1471.34 13 6.61843 23851 -2.77623 Bedrock 1400 30 1791.75 2368.84 3690.48 2012.42 1678.06 3603.6 1591.18 14 6.61843 24838.8 -1.30234 Bedrock 1400 30 1830.77 2420.42 3794.54 2027.12 1767.42 3752.92 1725.8 15 6.61843 27478.8 0.170681 Bedrock 1400 30 2019.32 2669.7 4145.86 1946.67 2199.19 4151.88 2205.21 16 6.61843 30551.3 1.64382 Bedrock 1400 30 2243.44 2966.01 4551.81 1839.4 2712.41 4616.19 2776.79 17 6.61843 33862.4 3.11804 Bedrock 1400 30 2482.5 3282.07 4981.35 1721.5 3259.85 5116.58 3395.08 18 6.61843 37140.4 4.59434 Bedrock 1400 30 2718.65 3594.27 5393.52 1592.93 3800.59 5611.99 4019.06 19 6.61843 39627.5 6.0737 Bedrock 1400 30 2904.1 3839.45 5678.89 1453.63 4225.26 5987.9 4534.27 20 6.61843 41841.6 7.55715 Bedrock 1400 30 3072.73 4062.39 5914.92 1303.53 4611.39 6322.57 5019.04 21 6.61843 44133 9.0457 Bedrock 1400 30 3232.77 4273.98 6154.28 1176.39 4977.89 6668.94 5492.55 22 6.61843 46505.7 10.5404 Bedrock 1400 30 3390.8 4482.91 6396.66 1056.92 5339.74 7027.59 5970.67 23 6.61843 48397.9 12.0425 Bedrock 1400 30 3520.35 4654.19 6562.68 926.259 5636.42 7313.68 6387.43 24 6.61843 49599.9 13.553 Bedrock 1400 30 3609.72 4772.34 6625.32 784.248 5841.07 7495.47 6711.22 25 6.61843 50672.3 15.0732 Bedrock 1400 30 3693.25 4882.77 6663 630.676 6032.33 7657.66 7026.99 26 6.61843 51708.7 16.6043 Bedrock 1400 30 3776.51 4992.85 6688.32 465.305 6223.01 7814.45 7349.14 27 6.61843 52768.7 18.1477 Bedrock 1400 30 3862.89 5107.05 6708.67 287.864 6420.8 7974.82 7686.95 28 6.61843 53693 19.7049 Bedrock 1400 30 3943.07 5213.06 6702.47 98.0431 6604.42 8114.67 8016.63 29 6.41955 52397.7 21.2535 Bedrock 1400 30 3952.91 5226.06 6626.93 0 6626.93 8164.41 8164.41 30 6.41955 52304.7 22.7948 Bedrock 1400 30 3901.96 5158.7 6510.25 0 6510.25 8150.06 8150.06 31 6.41955 52264.9 24.3536 Bedrock 1400 30 3853.67 5094.86 6399.68 0 6399.68 8144.02 8144.02 32 6.41955 52867.5 25.9319 Bedrock 1400 30 3840.88 5077.95 6370.39 0 6370.39 8238.07 8238.07 33 6.41955 53941 27.5317 Bedrock 1400 30 3852.6 5093.45 6397.24 0 6397.24 8405.49 8405.49 34 6.41955 55014.4 29.1551 Bedrock 1400 30 3861.9 5105.74 6418.53 0 6418.53 8572.9 8572.9 35 6.41955 55949.4 30.8047 Bedrock 1400 30 3861.09 5104.67 6416.68 0 6416.68 8718.77 8718.77 36 6.41955 60885 32.4831 Bedrock 1400 30 4070.6 5381.66 6896.44 0 6896.44 9488.01 9488.01 37 6.41955 60323.7 34.1934 Bedrock 1400 30 3982.57 5265.28 6694.87 0 6694.87 9400.75 9400.75 38 6.41955 58529 35.9392 Bedrock 1400 30 3829.78 5063.28 6344.99 0 6344.99 9121.28 9121.28 39 6.41955 56268.1 37.7245 Bedrock 1400 30 3654.02 4830.91 5942.51 0 5942.51 8769.16 8769.16 40 6.41955 53020.5 39.554 Bedrock 1400 30 3477.16 4597.09 5537.51 0 5537.51 8409.37 8409.37 41 6.41955 49499.9 41.4332 Bedrock 1400 30 3511.4 4642.35 5615.92 0 5615.92 8715.25 8715.25 42 6.41955 45734.8 43.3685 Bedrock 1400 30 3262.79 4313.67 5046.64 0 5046.64 8128.71 8128.71 43 6.41955 41701.2 45.3679 Bedrock 1400 30 3005.06 3972.93 4456.43 0 4456.43 7500.33 7500.33 44 6.41955 37370.1 47.4407 Bedrock 1400 30 2737.66 3619.41 3844.13 0 3844.13 6825.56 6825.56 45 6.41955 32705 49.5989 Bedrock 1400 30 2458.43 3250.24 3204.7 0 3204.7 6093.24 6093.24 46 6.41955 27660.1 51.8576 Bedrock 1400 30 1890.67 2499.62 1904.59 0 1904.59 4312.18 4312.18 47 6.21514 21025.9 54.1963 Terrace Deposits 200 33 1079.18 1426.76 1889.05 0 1889.05 3385.16 3385.16 48 6.21514 14293.1 56.636 Terrace Deposits 200 33 817.204 1080.41 1355.71 0 1355.71 2596.76 2596.76 49 6.21514 6878.3 59.246 Terrace Deposits 200 33 650.155 859.557 1015.63 0 1015.63 2108.26 2108.26 50 2.2075 529.801 61.1068 Fill 275 33 432.604 571.937 457.243 0 457.243 1241.12 1241.12 13/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.33359 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 5.84276 4450.87 -19.2175 Qal 150 26 184.305 245.787 850.651 654.257 196.394 786.406 132.149 2 6.81346 7656.73 -17.8347 Bedrock 1400 30 1495.74 1994.71 1816.26 786.196 1030.06 1335.03 548.831 3 6.81346 10025.5 -16.3573 Bedrock 1400 30 1674.45 2233.03 2370.58 927.735 1442.85 1879.12 951.387 4 6.81346 12360.1 -14.891 Bedrock 1400 30 1844.51 2459.82 2920.28 1084.62 1835.66 2429.8 1345.18 5 6.81346 14422.5 -13.4345 Bedrock 1400 30 2004.22 2672.81 3434.46 1229.88 2204.58 2955.71 1725.83 6 6.81346 16008.1 -11.9869 Bedrock 1400 30 2128.13 2838.05 3854.55 1363.76 2490.79 3402.71 2038.95 7 6.81346 17397.3 -10.5471 Bedrock 1400 30 2233.79 2978.96 4221.28 1486.43 2734.85 3805.38 2318.95 8 6.81346 18666.1 -9.11388 Bedrock 1400 30 2323.7 3098.86 4540.58 1598.08 2942.5 4167.81 2569.73 9 6.81346 19816 -7.68644 Bedrock 1400 30 2395.14 3194.13 4806.36 1698.83 3107.53 4483.1 2784.27 10 6.81346 20848.2 -6.26379 Bedrock 1400 30 2446.19 3262.22 5014.27 1788.81 3225.46 4745.77 2956.96 11 6.81346 21806.8 -4.845 Bedrock 1400 30 2480.5 3307.97 5170.4 1865.69 3304.71 4960.14 3094.45 12 6.81346 22850.1 -3.42919 Bedrock 1400 30 2529.06 3372.73 5313.3 1896.45 3416.85 5161.76 3265.31 13 6.81346 23803.9 -2.01548 Bedrock 1400 30 2558.28 3411.7 5401.04 1916.67 3484.37 5311.01 3394.34 14 6.81346 25419.9 -0.60299 Bedrock 1400 30 2640.77 3521.7 5572.69 1897.81 3674.88 5544.9 3647.09 15 6.81346 28662.4 0.80913 Bedrock 1400 30 2870.42 3827.97 5998.71 1793.34 4205.37 6039.25 4245.91 16 6.81346 31999.1 2.22174 Bedrock 1400 30 3088.96 4119.41 6388.54 1678.4 4710.14 6508.38 4829.98 17 6.81346 35608.6 3.63571 Bedrock 1400 30 3307.75 4411.18 6768.46 1552.94 5215.52 6978.64 5425.7 18 6.81346 38679.2 5.0519 Bedrock 1400 30 3472.32 4630.65 7012.6 1416.95 5595.65 7319.56 5902.61 19 6.81346 41113 6.47119 Bedrock 1400 30 3580.82 4775.35 7116.62 1270.34 5846.28 7522.78 6252.44 20 6.81346 43506.8 7.89448 Bedrock 1400 30 3667.87 4891.43 7174.36 1127.02 6047.34 7682.96 6555.94 21 6.81346 46088.5 9.3227 Bedrock 1400 30 3735.22 4981.25 7215.96 1013.04 6202.92 7829.14 6816.1 22 6.81346 48428.3 10.7568 Bedrock 1400 30 3782.01 5043.65 7199.13 888.158 6310.98 7917.63 7029.48 23 6.81346 49904.6 12.1977 Bedrock 1400 30 3777.6 5037.77 7053.02 752.218 6300.8 7869.61 7117.39 24 6.81346 51160.4 13.6466 Bedrock 1400 30 3763.79 5019.35 6873.94 605.052 6268.89 7787.74 7182.69 25 6.81346 52341.3 15.1044 Bedrock 1400 30 3751.26 5002.64 6686.42 446.463 6239.95 7698.89 7252.43 26 6.81346 53584.6 16.5722 Bedrock 1400 30 3748.93 4999.53 6510.78 276.224 6234.56 7626.41 7350.18 27 6.81346 54716.5 18.0514 Bedrock 1400 30 3749.23 4999.94 6329.35 94.0795 6235.27 7551.27 7457.19 28 6.55293 53217.4 19.5143 Bedrock 1400 30 3687.42 4917.51 6092.51 0 6092.51 7399.34 7399.34 29 6.55293 53285.7 20.9619 Bedrock 1400 30 3563.88 4752.76 5807.15 0 5807.15 7172.48 7172.48 30 6.55293 53325.2 22.4236 Bedrock 1400 30 3448.98 4599.53 5541.74 0 5541.74 6964.97 6964.97 31 6.55293 54075 23.9008 Bedrock 1400 30 3376.8 4503.27 5375.02 0 5375.02 6871.47 6871.47 32 6.55293 55338.7 25.3951 Bedrock 1400 30 3336.52 4449.55 5281.99 0 5281.99 6865.94 6865.94 33 6.55293 56665.1 26.9082 Bedrock 1400 30 3307.19 4410.44 5214.23 0 5214.23 6892.67 6892.67 34 6.55293 57863.6 28.4419 Bedrock 1400 30 3280.66 4375.05 5152.94 0 5152.94 6929.89 6929.89 35 6.55293 63091.7 29.9982 Bedrock 1400 30 3433.45 4578.81 5505.86 0 5505.86 7488.02 7488.02 36 6.55293 62837.5 31.5793 Bedrock 1400 30 3362.92 4484.76 5342.96 0 5342.96 7410.17 7410.17 37 6.55293 61258.5 33.1877 Bedrock 1400 30 3248.14 4331.69 5077.83 0 5077.83 7202.36 7202.36 38 6.55293 59179.9 34.8262 Bedrock 1400 30 3123.31 4165.22 4789.5 0 4789.5 6962.38 6962.38 39 6.55293 56132.3 36.4981 Bedrock 1400 30 3036.57 4049.54 4589.14 0 4589.14 6835.92 6835.92 40 6.55293 52853.7 38.2069 Bedrock 1400 30 3105.07 4140.89 4747.36 0 4747.36 7191.41 7191.41 41 6.55293 49364.8 39.9568 Bedrock 1400 30 2945.52 3928.11 4378.83 0 4378.83 6846.63 6846.63 42 6.55293 45649.5 41.7529 Bedrock 1400 30 2783.1 3711.51 4003.66 0 4003.66 6487.92 6487.92 43 6.55293 41688.4 43.6007 Bedrock 1400 30 2615.38 3487.85 3616.26 0 3616.26 6106.92 6106.92 44 6.55293 37458.3 45.5073 Bedrock 1400 30 2387.2 3183.55 3089.21 0 3089.21 5519.06 5519.06 45 6.55293 32931.4 47.4809 Bedrock 1400 30 1982.63 2644.02 2154.7 0 2154.7 4316.92 4316.92 46 6.55293 28073.1 49.5319 Bedrock 1400 30 1779.21 2372.74 1684.84 0 1684.84 3770.38 3770.38 47 6.84642 23136.9 51.7234 Terrace Deposits 200 33 1138.87 1518.79 2030.75 0 2030.75 3474.03 3474.03 48 6.84642 15690.8 54.0779 Terrace Deposits 200 33 968.026 1290.95 1679.92 0 1679.92 3016.11 3016.11 49 6.84642 7547.5 56.5752 Terrace Deposits 200 33 653.266 871.189 1033.54 0 1033.54 2023.34 2023.34 50 2.46563 591.751 58.35 Fill 275 33 452.219 603.075 505.192 0 505.192 1238.83 1238.83 14/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (bishop simplified) - Safety Factor: 1.32208 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 9.32745 -9.62073 2887.82 0 0 2 15.2054 -11.8562 3568.51 0 0 3 21.8238 -14.1795 16994.4 0 0 4 28.4422 -16.303 29411.1 0 0 5 35.0607 -18.2319 41267.8 0 0 6 41.6791 -19.9707 53048.4 0 0 7 48.2975 -21.5233 64462.3 0 0 8 54.9159 -22.8931 75364 0 0 9 61.5344 -24.0832 85686.1 0 0 10 68.1528 -25.096 95372.1 0 0 11 74.7712 -25.9336 104376 0 0 12 81.3897 -26.5978 112662 0 0 13 88.0081 -27.0898 120328 0 0 14 94.6265 -27.4108 127391 0 0 15 101.245 -27.5612 133852 0 0 16 107.863 -27.5415 140246 0 0 17 114.482 -27.3516 146570 0 0 18 121.1 -26.9911 152715 0 0 19 127.719 -26.4592 158529 0 0 20 134.337 -25.755 163816 0 0 21 140.956 -24.8769 168470 0 0 22 147.574 -23.8233 172317 0 0 23 154.192 -22.5918 175223 0 0 24 160.811 -21.1799 177123 0 0 25 167.429 -19.5844 178010 0 0 26 174.048 -17.802 177874 0 0 27 180.666 -15.8284 176705 0 0 28 187.285 -13.6591 174490 0 0 29 193.903 -11.2887 171239 0 0 30 200.322 -8.79179 166932 0 0 31 206.742 -6.09396 161305 0 0 32 213.162 -3.18818 154346 0 0 33 219.581 -0.0665962 145865 0 0 34 226.001 3.27973 135669 0 0 35 232.42 6.8609 123686 0 0 36 238.84 10.6884 109890 0 0 37 245.259 14.7755 92576.5 0 0 38 251.679 19.1371 73824.7 0 0 39 258.098 23.7908 54215.3 0 0 40 264.518 28.7568 34061.5 0 0 41 270.938 34.0588 13736.2 0 0 42 277.357 39.725 -7950.39 0 0 43 283.777 45.789 -29071.1 0 0 44 290.196 52.2915 -49210.9 0 0 45 296.616 59.2827 -67879 0 0 46 303.035 66.8253 -84467.8 0 0 47 309.455 75 -94832.4 0 0 48 315.67 83.6163 -109668 0 0 49 321.885 93.055 -120965 0 0 50 328.1 103.5 -129258 0 0 51 330.308 107.5 0 0 0 15/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.33359 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 9.86683 -9.46662 2796.05 0 0 2 15.7096 -11.5033 3492.02 142.655 2.33933 3 22.523 -13.6954 17784.3 1570.75 5.0474 4 29.3365 -15.6952 32019.5 4336.16 7.71222 5 36.15 -17.507 46831.3 8521.2 10.3124 6 42.9634 -19.1345 62518.4 14237 12.8289 7 49.7769 -20.5811 78642.6 21433.2 15.2451 8 56.5903 -21.8497 94920.9 30015 17.5475 9 63.4038 -22.9427 111105 39837.4 19.7256 10 70.2172 -23.8623 126946 50702.2 21.7718 11 77.0307 -24.6102 142209 62368.1 23.6806 12 83.8441 -25.1877 156702 74574.1 25.4497 13 90.6576 -25.596 170451 87139.4 27.0774 14 97.471 -25.8358 183286 99784.4 28.5647 15 104.285 -25.9075 195385 112410 29.9129 16 111.098 -25.8112 207268 125153 31.1245 17 117.911 -25.5469 218699 137733 32.202 18 124.725 -25.114 229482 149876 33.1488 19 131.538 -24.5117 239328 161233 33.9678 20 138.352 -23.7388 248033 171502 34.6619 21 145.165 -22.794 255455 180430 35.2339 22 151.979 -21.6755 261400 187739 35.6861 23 158.792 -20.3811 265832 193284 36.0206 24 165.606 -18.9083 268795 197008 36.2388 25 172.419 -17.2541 270368 198908 36.3417 26 179.233 -15.4151 270634 199017 36.3298 27 186.046 -13.3875 269668 197389 36.203 28 192.859 -11.1669 267568 194119 35.9607 29 199.412 -8.84457 264361 189389 35.6179 30 205.965 -6.33414 259896 183104 35.1658 31 212.518 -3.63006 254259 175418 34.6025 32 219.071 -0.726095 247336 166367 33.9262 33 225.624 2.38479 239009 156012 33.1343 34 232.177 5.71046 229249 144500 32.224 35 238.73 9.25982 218066 132029 31.193 36 245.283 13.0429 204041 117984 30.0381 37 251.836 17.071 188923 103676 28.7568 38 258.389 21.3571 173203 89578.4 27.3474 39 264.942 25.916 157111 75977.9 25.8081 40 271.495 30.7645 140794 63093.4 24.1384 41 278.048 35.9225 123512 50753.2 22.3386 42 284.6 41.4126 106499 39629.9 20.411 43 291.153 47.2619 89969 29858 18.3595 44 297.706 53.5024 74177.7 21536.6 16.19 45 304.259 60.1724 59905.5 14837.3 13.911 46 310.812 67.3189 49311.1 10062.4 11.5334 47 317.365 75 41050.8 6553.75 9.07071 48 324.212 83.6764 25471.2 2867.85 6.42398 49 331.058 93.1266 12323.3 801.715 3.72224 50 337.904 103.5 4203.19 72.4906 0.988058 51 340.37 107.5 0 0 0 16/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Group 1 Shared Entities 17/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50 141, 40125, 30113, 2099, 1080, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -25 0, -280, -50400, -50400, 75400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 240, 95.38 260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 18/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 19/19 Wednesday, June 29, 2022Slide1- 8444-10 C3 2.0782.0782WW 1000.00 lbs/ft2 1000.00 lbs/ft22.0782.078Min FSMethod Name2.078GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120Qal30020010000100200300400500600700ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL XX.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-6Static - Weak seam along bedding through caissons 2.0782.0782WW 1000.00 lbs/ft2 1000.00 lbs/ft22.0782.078Min FSMethod Name2.078GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+40030020010000100200300400500600700ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Weak seam along beddingDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL XX.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-7 Slide1- 8444-10 C6 BBL XX Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Loading ................................................................................................................................................................... 6 Materials ..................................................................................................................................................................7 Support ................................................................................................................................................................... 8 Global Minimums ...................................................................................................................................................... 9 Method: gle/morgenstern-price ................................................................................................................... 9 Global Minimum Coordinates ................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Support Data ................................................................................................................................. 11 Method: gle/morgenstern-price ................................................................................................................. 11 Valid and Invalid Surfaces .......................................................................................................................................12 Method: gle/morgenstern-price ................................................................................................................. 12 Error Code Descriptions .............................................................................................................. 12 Slice Data ...............................................................................................................................................................13 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07837 ..................................................... 13 Interslice Data ........................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07837 ..................................................... 14 Entity Information ...................................................................................................................................................15 Group 1 .................................................................................................................................................. 15 Shared Entities ...........................................................................................................................15 Scenario-based Entities ...............................................................................................................16 2/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX File Name:Slide1- 8444-10 C6 BBL XX.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:03.809s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations: 75 Check malpha < 0.2: Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS: 1 Steffensen Iteration: Yes Eliminate vertical segments in non-circular search Yes 4/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]200 Friction Angle [deg] 33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 100 Cohesion [psf]1400 Friction Angle [deg] 30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]275 Friction Angle [deg] 33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]150 Friction Angle [deg] 26 Water Surface Water Table Hu Value 1 7/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 8/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Method: gle/morgenstern-price FS 2.078370 Axis Location: 34.000, 351.750 Left Slip Surface Endpoint: 0.000, -10.000 Right Slip Surface Endpoint: 303.000, 107.500 Left Slope Intercept: 0.000 0.000 Right Slope Intercept: 303.000 107.500 Resisting Moment: 4.48492e+08 lb-ft Driving Moment: 2.1579e+08 lb-ft Resisting Horizontal Force: 1.01807e+06 lb Driving Horizontal Force: 489841 lb Total Slice Area: 14835.5 ft2 Surface Horizontal Width: 303 ft Surface Average Height: 48.9621 ft 9/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Method: gle/morgenstern-price X Y 0-10 12.8194 -17.7029 25.6337 -22.3613 38.4392 -25.0471 51.2448 -26.9529 63.8542 -28.2028 76.4579 -29.2374 89.4423 -29.7762 102.489 -30.2266 116.392 -28.789 130.88 -25.9856 147.696 -21.1755 164.512 -14.8912 175.723 -10.0166 186.933 -4.67442 198.144 0.875766 205.131 4.58134 212.118 8.28692 226.093 16.5406 240.067 26.5595 247.053 32.8931 253.901 39.1232 261.852 46.827 269.95 54.6853 275.439 61.7868 281.482 70.5884 287.622 79.5315 292.748 88.4559 297.874 97.8381 303 107.5 10/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.722, 94.55 55 Not Effective Not Effective Not Effective Not Effective 0 11/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Method: gle/morgenstern-price Number of Valid Surfaces:6835 Number of Invalid Surfaces:12171 Error Codes Error Code -105 reported for 3671 surfaces Error Code -106 reported for 4488 surfaces Error Code -108 reported for 96 surfaces Error Code -111 reported for 3833 surfaces Error Code -112 reported for 66 surfaces Error Code -1000 reported for 17 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -1000 = No valid slip surface is generated 12/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07837 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 5.09495 4115.13 -31.001 Qal 150 26 112.484 233.783 891.294 719.514 171.78 823.704 104.19 2 5.09495 6026.36 -31.001 Qal 150 26 177.156 368.196 1357.92 910.55 447.368 1251.47 340.917 3 2.62946 3872.91 -31.001 Bedrock 1400 30 1014.51 2108.53 2282.57 1055.36 1227.21 1672.97 617.606 4 6.40715 10859.3 -19.9776 Bedrock 1400 30 990.737 2059.12 2318.96 1177.33 1141.63 1958.8 781.467 5 6.40715 13150.5 -19.9776 Bedrock 1400 30 1102.92 2292.27 2868.13 1322.67 1545.46 2467.19 1144.52 6 6.40278 15162 -11.8455 Bedrock 1400 30 1121.12 2330.11 3075.18 1464.18 1611 2840.03 1375.85 7 6.40278 16918.2 -11.8455 Bedrock 1400 30 1204.3 2502.98 3494.06 1583.65 1910.41 3241.47 1657.82 8 6.40278 18355.9 -8.4648 Bedrock 1400 30 1237.88 2572.77 3722.24 1690.95 2031.29 3538.02 1847.07 9 6.40278 19388.1 -8.4648 Bedrock 1400 30 1288.93 2678.87 4001.14 1786.08 2215.06 3809.32 2023.24 10 6.30473 19989.2 -5.66077 Bedrock 1400 30 1298.2 2698.13 4119.15 1870.71 2248.44 3990.47 2119.76 11 6.30473 20780.7 -5.66077 Bedrock 1400 30 1337.36 2779.53 4334.25 1944.83 2389.42 4201.69 2256.86 12 6.30182 21528.3 -4.69283 Bedrock 1400 30 1359.43 2825.4 4484.46 2015.59 2468.87 4372.86 2357.27 13 6.30182 22251.4 -4.69283 Bedrock 1400 30 1392.51 2894.16 4670.93 2082.98 2587.95 4556.62 2473.64 14 6.49218 23619.4 -2.3761 Bedrock 1400 30 1383.16 2874.71 4697.44 2143.17 2554.27 4640.05 2496.88 15 6.49218 24423.5 -2.3761 Bedrock 1400 30 1426.21 2964.2 4870.9 2161.62 2709.28 4811.72 2650.1 16 6.5232 25371.8 -1.97749 Bedrock 1400 30 1461.42 3037.37 5013.07 2177.06 2836.01 4962.61 2785.55 17 6.5232 26529.1 -1.97749 Bedrock 1400 30 1518.61 3156.24 5229.55 2187.66 3041.89 5177.11 2989.45 18 6.95174 31172.9 5.90348 Bedrock 1400 30 1526.26 3172.13 5139.13 2069.71 3069.42 5296.95 3227.24 19 6.95174 34193.6 5.90348 Bedrock 1400 30 1690.18 3512.81 5578.56 1919.06 3659.5 5753.33 3834.27 20 7.2439 39068.7 10.9514 Bedrock 1400 30 1758.35 3654.5 5649.78 1744.87 3904.91 5990.02 4245.15 21 7.2439 42066 10.9514 Bedrock 1400 30 1915.32 3980.75 6017.16 1547.16 4470 6387.77 4840.61 22 8.40797 51360.5 15.9629 Bedrock 1400 30 1933.05 4017.59 5843.08 1309.28 4533.8 6396.02 5086.74 23 8.40797 53956.9 15.9629 Bedrock 1400 30 2063.74 4289.21 6063.23 1058.96 5004.27 6653.56 5594.6 24 5.60532 37506.7 20.4912 Bedrock 1400 30 2063.14 4287.96 5869.66 867.561 5002.09 6640.67 5773.11 25 5.60532 38413.3 20.4912 Bedrock 1400 30 2136.94 4441.36 5963.82 696.041 5267.78 6762.42 6066.38 26 5.60532 38841 20.4912 Bedrock 1400 30 2190.19 4552.03 5983.99 524.521 5459.47 6802.49 6277.97 27 5.60537 39142.2 23.5001 Bedrock 1400 30 2170.03 4510.12 5729.19 342.314 5386.88 6672.75 6330.44 28 5.60537 39348.5 23.5001 Bedrock 1400 30 2220.07 4614.12 5716.45 149.42 5567.03 6681.76 6532.34 29 1.43122 10086.5 25.479 Bedrock 1400 30 2207.35 4587.7 5547.74 26.4846 5521.25 6599.6 6573.11 30 9.77953 69354 25.479 Bedrock 1400 30 2213.99 4601.5 5545.17 0 5545.17 6600.19 6600.19 31 5.60537 40063.6 26.339 Bedrock 1400 30 2193.64 4559.2 5471.9 0 5471.9 6557.92 6557.92 32 5.60537 40027.4 26.339 Bedrock 1400 30 2183.5 4538.12 5435.38 0 5435.38 6516.38 6516.38 33 6.98715 49324.8 27.9389 Bedrock 1400 30 2122.56 4411.46 5216 0 5216 6341.68 6341.68 34 6.98715 48679.4 27.9389 Bedrock 1400 30 2094.58 4353.31 5115.29 0 5115.29 6226.13 6226.13 35 6.98715 48826.4 30.5676 Bedrock 1400 30 2041.7 4243.4 4924.92 0 4924.92 6130.82 6130.82 36 6.98715 49610.2 30.5676 Bedrock 1400 30 2064.16 4290.09 5005.79 0 5005.79 6224.96 6224.96 37 6.98725 50325.2 35.6381 Bedrock 1400 30 1990.25 4136.47 4739.71 0 4739.71 6166.59 6166.59 38 6.98725 50817.9 35.6381 Bedrock 1400 30 2012.17 4182.04 4818.63 0 4818.63 6261.23 6261.23 39 6.98538 55855.7 42.1987 Bedrock 1400 30 2042.1 4244.24 4926.36 0 4926.36 6777.94 6777.94 40 6.84891 51676.6 42.2911 Bedrock 1400 30 1972.56 4099.7 4676.01 0 4676.01 6470.34 6470.34 41 7.9504 55971.7 44.0975 Bedrock 1400 30 1862.91 3871.81 4281.3 0 4281.3 6086.43 6086.43 42 8.09824 51216.4 44.1383 Bedrock 1400 30 1747.24 3631.42 3864.93 0 3864.93 5560.39 5560.39 43 5.489 30608.8 52.2985 Bedrock 1400 30 1677.82 3487.13 3615.02 0 3615.02 5785.74 5785.74 44 6.04302 28893.1 55.527 Bedrock 1400 30 1502.35 3122.44 2983.36 0 2983.36 5171.51 5171.51 45 3.02896 12481.1 55.527 Bedrock 1400 30 1402.68 2915.28 2624.53 0 2624.53 4667.5 4667.5 46 3.11127 11288 55.527 Terrace Deposits 200 33 966.873 2009.52 2786.41 0 2786.41 4194.65 4194.65 47 5.12605 14459.3 60.1275 Terrace Deposits 200 33 773.265 1607.13 2166.79 0 2166.79 3513.04 3513.04 48 5.12605 8828.9 61.3496 Terrace Deposits 200 33 574.401 1193.82 1530.34 0 1530.34 2581.67 2581.67 49 3.00389 2462.33 62.0521 Terrace Deposits 200 33 409.468 851.025 1002.49 0 1002.49 1774.28 1774.28 50 2.12217 509.322 62.0521 Fill 275 33 325.369 676.238 617.852 0 617.852 1231.13 1231.13 13/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07837 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 0 -10 3120 0 0 2 5.09495 -13.0615 3301.77 81.6034 1.41578 3 10.1899 -16.1229 8739.81 431.407 2.82589 4 12.8194 -17.7029 15435.7 957.497 3.54959 5 19.2265 -20.0321 28573.2 2648.51 5.29573 6 25.6337 -22.3613 43154.4 5305.59 7.00902 7 32.0364 -23.7042 54559.7 8327.67 8.67831 8 38.4392 -25.0471 66962.8 12163.9 10.2956 9 44.842 -26 78435.5 16461.1 11.8525 10 51.2448 -26.9529 90500.8 21463.3 13.3419 11 57.5495 -27.5778 101260 26632.9 14.7359 12 63.8542 -28.2028 112400 32342.7 16.053 13 70.1561 -28.7201 123287 38371.4 17.288 14 76.4579 -29.2374 134479 44835.1 18.4383 15 82.9501 -29.5068 144724 51339.7 19.5317 16 89.4423 -29.7762 155295 58154.9 20.5299 17 95.9654 -30.0014 165957 65155.2 21.4351 18 102.489 -30.2266 177041 72397.4 22.2411 19 109.44 -29.5078 183957 78047.5 22.9901 20 116.392 -28.789 191697 83849.5 23.6249 21 123.636 -27.3873 196515 88172 24.1647 22 130.88 -25.9856 201955 92378.3 24.5803 23 139.288 -23.5806 204155 94795.3 24.9069 24 147.696 -21.1755 206925 96781.3 25.0661 25 153.301 -19.0807 206194 96497.6 25.0793 26 158.907 -16.986 205679 95989.9 25.0183 27 164.512 -14.8912 205421 95279 24.883 28 170.117 -12.4539 203621 93540.1 24.6733 29 175.723 -10.0166 202133 91645.4 24.3891 30 177.154 -9.33461 201508 91004.4 24.3047 31 186.933 -4.67442 197319 86197.1 23.5977 32 192.539 -1.89933 194430 82893.1 23.0904 33 198.144 0.875766 191585 79392.4 22.509 34 205.131 4.58134 187088 74377.9 21.6806 35 212.118 8.28692 182768 69201.4 20.7382 36 219.105 12.4138 176709 63211.9 19.683 37 226.093 16.5406 170473 57096.4 18.5172 38 233.08 21.5501 160636 49858.8 17.2435 39 240.067 26.5595 150557 42789.6 15.8656 40 247.053 32.8931 133620 34280.3 14.3889 41 253.901 39.1232 117998 26918.4 12.8507 42 261.852 46.827 99826.9 19336.2 10.9623 43 269.95 54.6853 83604.9 13149.2 8.93814 44 275.439 61.7868 67142.2 8859.18 7.51656 45 281.482 70.5884 49962.8 5174.53 5.91291 46 284.511 75 42633 3802.15 5.09634 47 287.622 79.5315 33014.5 2453.53 4.25022 48 292.748 88.4559 17641 876.077 2.84305 49 297.874 97.8381 6227.45 154.85 1.42441 50 300.878 103.5 1781.44 18.3459 0.590031 51 303 107.5 0 0 0 14/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Group 1 Shared Entities 15/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 232, 90244, 90260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 16/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 17/17 Thursday, July 7, 2022Slide1- 8444-10 C6 BBL XX 1.4431.4432WW 1000.00 lbs/ft2 1000.00 lbs/ft21.4431.443 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.443GLE / Morgenstern‐Price3002001000050100150200250300350400450500550600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak seam along bedding through caissons Drawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-8 1.4431.4431201500840002WW 1000.00 lbs/ft2 1000.00 lbs/ft21.4431.443120150084000 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.443GLE / Morgenstern‐PricePressure3002001000050100150200250300350400450500550600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-9 1.4431.4432WW 1000.00 lbs/ft2 1000.00 lbs/ft21.4431.443 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.443GLE / Morgenstern‐PriceSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+3002001000050100150200250300350400450500550600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-10 Slide1- 8444-10 C6 BBL XX SEISMIC Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Seismic Loading ........................................................................................................................................................6 Loading ................................................................................................................................................................... 7 Materials ..................................................................................................................................................................8 Support ................................................................................................................................................................... 9 Global Minimums .................................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Coordinates ................................................................................................................................... 11 Method: gle/morgenstern-price ................................................................................................................. 11 Global Minimum Support Data ................................................................................................................................. 12 Method: gle/morgenstern-price ................................................................................................................. 12 Valid and Invalid Surfaces .......................................................................................................................................13 Method: gle/morgenstern-price ................................................................................................................. 13 Error Code Descriptions .............................................................................................................. 13 Slice Data ...............................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.44293 ..................................................... 14 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.44293 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC File Name:Slide1- 8444-10 C6 BBL XX SEISMIC.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:07.647s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations: 75 Check malpha < 0.2: Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS: 1 Steffensen Iteration: Yes Eliminate vertical segments in non-circular search Yes 4/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]200 Friction Angle [deg] 33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 100 Cohesion [psf]1400 Friction Angle [deg] 30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]275 Friction Angle [deg] 33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]150 Friction Angle [deg] 26 Water Surface Water Table Hu Value 1 8/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 9/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Method: gle/morgenstern-price FS 1.442930 Axis Location: 131.830, 280.053 Left Slip Surface Endpoint: 111.814, 19.153 Right Slip Surface Endpoint: 328.540, 107.500 Resisting Moment: 1.9574e+08 lb-ft Driving Moment: 1.35655e+08 lb-ft Resisting Horizontal Force: 680365 lb Driving Horizontal Force: 471517 lb Total Slice Area: 7970.98 ft2 Surface Horizontal Width: 216.726 ft Surface Average Height: 36.779 ft 10/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Method: gle/morgenstern-price X Y 111.814 19.1527 119.802 15.3193 127.791 13.5382 135.78 13.416 143.769 13.6261 152.885 14.4048 162.411 16.0757 171.639 18.7655 180.868 21.4171 190.096 23.9613 200.4 26.7002 210.704 29.2813 221.008 31.9398 231.312 35.9008 241.616 40.289 250.778 45.7829 259.94 50.9569 269.102 57.1926 276.726 63.5592 284.35 69.9257 292.342 76.6818 301.54 84.18 310.587 91.2595 314.96 94.529 320.334 98.483 328.54 107.5 11/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.722, 94.55 55 Not Effective Not Effective Not Effective Not Effective 0 12/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Method: gle/morgenstern-price Number of Valid Surfaces:11309 Number of Invalid Surfaces:7697 Error Codes Error Code -105 reported for 256 surfaces Error Code -106 reported for 4799 surfaces Error Code -108 reported for 110 surfaces Error Code -111 reported for 2335 surfaces Error Code -112 reported for 175 surfaces Error Code -123 reported for 10 surfaces Error Code -1000 reported for 12 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -123 = Surface radius equal or less than the internal cutoff of 0.01. -1000 = No valid slip surface is generated 13/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.44293 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 3.99431 999.537 -25.6346 Bedrock 1400 30 1369.63 1976.29 998.158 0 998.158 340.922 340.922 2 3.99431 3086.3 -25.6346 Bedrock 1400 30 1753.7 2530.47 1958.04 0 1958.04 1116.5 1116.5 3 3.99435 4976.56 -12.5687 Bedrock 1400 30 1841.54 2657.21 2177.54 0 2177.54 1766.97 1766.97 4 3.99435 6580.7 -12.5687 Bedrock 1400 30 2136.94 3083.45 2915.8 0 2915.8 2439.37 2439.37 5 3.99442 7783.15 -0.876311 Bedrock 1400 30 2099 3028.71 2821.01 0 2821.01 2788.9 2788.9 6 3.99442 8804.77 -0.876311 Bedrock 1400 30 2277.98 3286.96 3268.31 0 3268.31 3233.46 3233.46 7 3.99442 9793.21 1.50657 Bedrock 1400 30 2387.77 3445.38 3542.72 0 3542.72 3605.52 3605.52 8 3.99442 10782.7 1.50657 Bedrock 1400 30 2556.52 3688.88 3964.46 0 3964.46 4031.7 4031.7 9 4.55814 13576.4 4.88228 Bedrock 1400 30 2620.76 3781.57 4125 0 4125 4348.86 4348.86 10 4.55814 14882.9 4.88228 Bedrock 1400 30 2791.14 4027.42 4550.84 0 4550.84 4789.25 4789.25 11 4.76284 16770 9.94909 Bedrock 1400 30 2735.09 3946.55 4410.76 0 4410.76 4890.53 4890.53 12 4.76284 17554.2 9.94909 Bedrock 1400 30 2820.14 4069.26 4623.29 0 4623.29 5117.98 5117.98 13 4.61422 17585.2 16.2497 Bedrock 1400 30 2624.26 3786.62 4133.74 0 4133.74 4898.63 4898.63 14 4.61422 18029.2 16.2497 Bedrock 1400 30 2648.8 3822.03 4195.08 0 4195.08 4967.12 4967.12 15 4.61422 18481.9 16.0312 Bedrock 1400 30 2679.38 3866.16 4271.51 0 4271.51 5041.39 5041.39 16 4.61422 19021.6 16.0312 Bedrock 1400 30 2703.89 3901.53 4332.77 0 4332.77 5109.69 5109.69 17 4.61421 19605 15.4129 Bedrock 1400 30 2755.76 3976.37 4462.42 0 4462.42 5222.15 5222.15 18 4.61421 20200.9 15.4129 Bedrock 1400 30 2778.43 4009.08 4519.06 0 4519.06 5285.04 5285.04 19 3.43464 15427 14.8858 Bedrock 1400 30 2821.38 4071.06 4626.42 0 4626.42 5376.38 5376.38 20 3.43464 15639.3 14.8858 Bedrock 1400 30 2823.53 4074.16 4631.77 0 4631.77 5382.3 5382.3 21 3.43464 15779.4 14.8858 Bedrock 1400 30 2817.16 4064.96 4615.84 0 4615.84 5364.68 5364.68 22 5.15196 23952.2 14.0631 Bedrock 1400 30 2850.52 4113.1 4699.21 0 4699.21 5413.26 5413.26 23 5.15196 24294.2 14.0631 Bedrock 1400 30 2837.01 4093.61 4665.47 0 4665.47 5376.14 5376.14 24 5.15196 25152.9 14.4668 Bedrock 1400 30 2830.69 4084.49 4649.66 0 4649.66 5379.98 5379.98 25 5.15196 26221.3 14.4668 Bedrock 1400 30 2855.23 4119.89 4710.99 0 4710.99 5447.63 5447.63 26 5.15201 27479.3 21.0275 Bedrock 1400 30 2574.96 3715.49 4010.55 0 4010.55 5000.4 5000.4 27 5.15201 28582.4 21.0275 Bedrock 1400 30 2598.04 3748.79 4068.23 0 4068.23 5066.96 5066.96 28 3.43468 19646 23.0681 Bedrock 1400 30 2531.85 3653.28 3902.8 0 3902.8 4981.06 4981.06 29 3.43468 20095.4 23.0681 Bedrock 1400 30 2547.53 3675.91 3941.99 0 3941.99 5026.93 5026.93 30 3.43468 22014.2 23.0681 Bedrock 1400 30 2678.7 3865.18 4269.81 0 4269.81 5410.61 5410.61 31 4.58108 31174.3 30.9482 Bedrock 1400 30 2449.26 3534.11 3696.39 0 3696.39 5165.04 5165.04 32 4.58108 30473.6 30.9482 Bedrock 1400 30 2410.53 3478.23 3599.6 0 3599.6 5045.03 5045.03 33 4.58107 29811.4 29.4538 Bedrock 1400 30 2429.92 3506.2 3648.05 0 3648.05 5020.25 5020.25 34 4.58107 29185.9 29.4538 Bedrock 1400 30 2399.63 3462.5 3572.35 0 3572.35 4927.44 4927.44 35 4.58109 28166.4 34.2388 Bedrock 1400 30 2200.54 3175.22 3074.77 0 3074.77 4572.43 4572.43 36 4.58109 26738.2 34.2388 Bedrock 1400 30 2143.27 3092.59 2931.65 0 2931.65 4390.33 4390.33 37 3.81186 21047.5 39.8654 Bedrock 1400 30 2126.62 3068.56 2890.03 0 2890.03 4665.98 4665.98 38 3.81186 19834 39.8654 Bedrock 1400 30 2138.23 3085.32 2919.06 0 2919.06 4704.71 4704.71 39 3.81186 18620.6 39.8652 Bedrock 1400 30 2091.11 3017.33 2801.3 0 2801.3 4547.58 4547.58 40 3.81186 17407.2 39.8652 Bedrock 1400 30 2042.73 2947.51 2680.38 0 2680.38 4386.26 4386.26 41 6.00246 24932.5 40.2101 Bedrock 1400 30 1968.46 2840.35 2494.77 0 2494.77 4158.84 4158.84 42 1.9894 7557.93 40.2101 Terrace Deposits 200 33 1277.91 1843.93 2531.43 0 2531.43 3611.73 3611.73 43 4.59916 15974 39.186 Terrace Deposits 200 33 1247.23 1799.66 2463.27 0 2463.27 3479.98 3479.98 44 4.59916 13904.9 39.186 Terrace Deposits 200 33 1171.46 1690.33 2294.89 0 2294.89 3249.84 3249.84 45 4.52328 11697.3 38.0452 Terrace Deposits 200 33 899.191 1297.47 1689.96 0 1689.96 2393.63 2393.63 46 4.52328 9775.92 38.0452 Terrace Deposits 200 33 706.664 1019.67 1262.18 0 1262.18 1815.18 1815.18 47 4.37314 7664.76 36.7832 Terrace Deposits 200 33 618.739 892.797 1066.81 0 1066.81 1529.41 1529.41 48 5.37467 7090.68 36.3413 Terrace Deposits 200 33 523.953 756.027 856.207 0 856.207 1241.67 1241.67 49 4.56553 3565.76 47.6972 Terrace Deposits 200 33 602.031 868.689 1029.69 0 1029.69 1691.25 1691.25 50 3.64008 873.619 47.6972 Fill 275 33 496.598 716.556 679.936 0 679.936 1225.64 1225.64 14/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.44293 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 111.814 19.1527 0 0 0 2 115.808 17.236 7134.04 362.213 2.90655 3 119.802 15.3193 17120.3 1735.57 5.78858 4 123.797 14.4287 25171.1 3816.89 8.62252 5 127.791 13.5382 34658.3 6979.93 11.3866 6 131.786 13.4771 41269.1 10336.8 14.0618 7 135.78 13.416 48366.8 14447.9 16.6317 8 139.774 13.521 55084.1 19056.6 19.0833 9 143.769 13.6261 62183.7 24378.2 21.4069 10 148.327 14.0154 69129.3 30624.7 23.8936 11 152.885 14.4048 76359.2 37571.9 26.1991 12 157.648 15.2402 81508.5 44094.7 28.4126 13 162.411 16.0757 86689.2 50916.6 30.4277 14 167.025 17.4206 88842.4 55934.8 32.1943 15 171.639 18.7655 90915.3 60825.1 33.7837 16 176.253 20.0913 92994.8 65605.3 35.2019 17 180.868 21.4171 94971.2 70161 36.4555 18 185.482 22.6892 97109.1 74652.1 37.5511 19 190.096 23.9613 99130.5 78837.5 38.4949 20 193.531 24.8743 100740 81876.4 39.1025 21 196.965 25.7872 102300 84723.5 39.6311 22 200.4 26.7002 103817 87369.9 40.0832 23 205.552 27.9908 106450 91306.6 40.6211 24 210.704 29.2813 108971 94710 40.9949 25 215.856 30.6105 111086 97274.5 41.2076 26 221.008 31.9398 112979 99119.1 41.2612 27 226.16 33.9203 111433 97402 41.1562 28 231.312 35.9008 109615 94924.5 40.8919 29 234.747 37.3635 107691 92386.9 40.6259 30 238.181 38.8263 105651 89557.4 40.287 31 241.616 40.289 103102 86126.9 39.8739 32 246.197 43.036 96374.7 78614 39.2045 33 250.778 45.7829 89911.2 71252.1 38.3958 34 255.359 48.3699 84152.5 64438.8 37.4427 35 259.94 50.9569 78607.3 57825.9 36.3393 36 264.521 54.0747 72060 50606.1 35.0795 37 269.102 57.1926 66053.5 43980.4 33.6569 38 272.914 60.3759 59698.2 37804.3 32.3443 39 276.726 63.5592 53598.1 32091.9 30.9111 40 280.538 66.7424 47996.6 26994.2 29.3542 41 284.35 69.9257 42899 22495 27.6712 42 290.352 75 35822.4 16523.3 24.7618 43 292.342 76.6818 32217.9 14161.2 23.7276 44 296.941 80.4309 24725.5 9593.02 21.2053 45 301.54 84.18 18033.1 6035.58 18.5051 46 306.063 87.7197 13194.1 3705.36 15.6866 47 310.587 91.2595 9478.81 2140.02 12.7223 48 314.96 94.529 6780.48 1163.56 9.73736 49 320.334 98.483 4438.39 462.105 5.94396 50 324.9 103.5 1129.63 52.2726 2.64942 51 328.54 107.5 0 0 0 15/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Group 1 Shared Entities 16/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 232, 90244, 90260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 17/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL XX SEISMIC 1.8421.84222WW 1000.00 lbs/ft2 1000.00 lbs/ft21.8421.842200150100500-50050100150200250300350400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic- Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL AA.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-11 1.8421.84222WW 1000.00 lbs/ft2 1000.00 lbs/ft21.8421.842Safety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+200150100500050100150200250300350400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL AA.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-12 Slide1- 8444-10 C6 BBL Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Loading ................................................................................................................................................................... 6 Materials ..................................................................................................................................................................7 Support ................................................................................................................................................................... 8 Global Minimums ...................................................................................................................................................... 9 Method: gle/morgenstern-price ................................................................................................................... 9 Global Minimum Coordinates ................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Support Data ................................................................................................................................. 11 Method: gle/morgenstern-price ................................................................................................................. 11 Valid and Invalid Surfaces .......................................................................................................................................12 Method: gle/morgenstern-price ................................................................................................................. 12 Error Code Descriptions .............................................................................................................. 12 Slice Data ...............................................................................................................................................................13 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.84169 ..................................................... 13 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.84169 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL File Name:Slide1- 8444-10 C6 BBL.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:07.23s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations: 75 Check malpha < 0.2: Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS: 1 Steffensen Iteration: Yes Eliminate vertical segments in non-circular search Yes 4/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]200 Friction Angle [deg] 33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 100 Cohesion [psf]1400 Friction Angle [deg] 30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]275 Friction Angle [deg] 33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]150 Friction Angle [deg] 26 Water Surface Water Table Hu Value 1 7/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 8/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price FS 1.841690 Axis Location: 99.718, 185.158 Left Slip Surface Endpoint: 111.814, 19.153 Right Slip Surface Endpoint: 239.780, 95.232 Resisting Moment: 4.11208e+07 lb-ft Driving Moment: 2.23278e+07 lb-ft Resisting Horizontal Force: 201953 lb Driving Horizontal Force: 109656 lb Total Slice Area: 3295 ft2 Surface Horizontal Width: 127.966 ft Surface Average Height: 25.749 ft 9/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price X Y 111.814 19.1527 117.509 15.7282 123.206 13.6733 128.903 12.4263 133.626 11.9512 164.064 25.852 226.802 54.2097 227.673 55.6723 230.97 61.2086 233.198 65.5073 235.251 69.9934 237.476 75.3345 238.467 80.1664 238.802 83.8143 239.252 89.0318 239.78 95.232 10/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.722, 94.55 55 Not Effective Not Effective Not Effective Not Effective 0 11/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price Number of Valid Surfaces:7824 Number of Invalid Surfaces:11186 Error Codes Error Code -105 reported for 4112 surfaces Error Code -106 reported for 4529 surfaces Error Code -108 reported for 58 surfaces Error Code -109 reported for 1 surface Error Code -111 reported for 2451 surfaces Error Code -112 reported for 19 surfaces Error Code -124 reported for 4 surfaces Error Code -1000 reported for 12 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -109 = Soiltype for slice base not located. This error should occur very rarely, if at all. It may occur if a very low number of slices is combined with certain soil geometries, such that the midpoint of a slice base is actually outside the soil region,even though the slip surface is wholly within the soil region. -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -124 = A slice has a width less than the minimum acceptable value. -1000 = No valid slip surface is generated 12/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.84169 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 2.84775 549.865 -31.0167 Bedrock 1400 30 1031.16 1899.08 864.438 0 864.438 244.443 244.443 2 2.84775 1704.9 -31.0167 Bedrock 1400 30 1243.11 2289.43 1540.54 0 1540.54 793.11 793.11 3 2.8483 2771.4 -19.8355 Bedrock 1400 30 1311.83 2415.98 1759.73 0 1759.73 1286.53 1286.53 4 2.8483 3740.12 -19.8355 Bedrock 1400 30 1493.75 2751.02 2340.04 0 2340.04 1801.21 1801.21 5 2.84861 4640.26 -12.346 Bedrock 1400 30 1565.65 2883.45 2569.41 0 2569.41 2226.73 2226.73 6 2.84861 5358.56 -12.346 Bedrock 1400 30 1708.12 3145.83 3023.87 0 3023.87 2650 2650 7 2.36166 4928.76 -5.74499 Bedrock 1400 30 1724.81 3176.56 3077.09 0 3077.09 2903.57 2903.57 8 2.36166 5333.46 -5.74499 Bedrock 1400 30 1817.99 3348.17 3374.33 0 3374.33 3191.43 3191.43 9 3.04376 7212.64 24.5462 Along Bedding 500 18 693.122 1276.51 2389.87 0 2389.87 2706.42 2706.42 10 3.04376 7368.56 24.5462 Along Bedding 500 18 694.039 1278.2 2395.07 0 2395.07 2712.04 2712.04 11 3.04376 7538.27 24.5462 Along Bedding 500 18 695.568 1281.02 2403.73 0 2403.73 2721.4 2721.4 12 3.04376 7769.53 24.5462 Along Bedding 500 18 700.099 1289.37 2429.42 0 2429.42 2749.15 2749.15 13 3.04376 8008.17 24.5462 Along Bedding 500 18 704.979 1298.35 2457.07 0 2457.07 2779.04 2779.04 14 3.04376 8246.81 24.5462 Along Bedding 500 18 709.908 1307.43 2485.01 0 2485.01 2809.23 2809.23 15 3.04376 8485.45 24.5462 Along Bedding 500 18 714.952 1316.72 2513.61 0 2513.61 2840.13 2840.13 16 3.04376 8629.16 24.5462 Along Bedding 500 18 715.594 1317.9 2517.24 0 2517.24 2844.06 2844.06 17 3.04376 8669.33 24.5462 Along Bedding 500 18 711.538 1310.43 2494.25 0 2494.25 2819.21 2819.21 18 3.04376 8709.44 24.5462 Along Bedding 500 18 707.846 1303.63 2473.33 0 2473.33 2796.6 2796.6 19 2.98754 8589.68 24.323 Along Bedding 500 18 705.939 1300.12 2462.52 0 2462.52 2781.6 2781.6 20 2.98754 8632.52 24.323 Along Bedding 500 18 703.308 1295.28 2447.6 0 2447.6 2765.5 2765.5 21 2.98754 8675.36 24.323 Along Bedding 500 18 701.079 1291.17 2434.97 0 2434.97 2751.86 2751.86 22 2.98754 8721.06 24.323 Along Bedding 500 18 699.41 1288.1 2425.51 0 2425.51 2741.64 2741.64 23 2.98754 8802.67 24.323 Along Bedding 500 18 699.928 1289.05 2428.45 0 2428.45 2744.82 2744.82 24 2.98754 8895.09 24.323 Along Bedding 500 18 701.429 1291.82 2436.96 0 2436.96 2754 2754 25 2.98754 8987.52 24.323 Along Bedding 500 18 703.406 1295.45 2448.16 0 2448.16 2766.1 2766.1 26 2.98754 9079.95 24.323 Along Bedding 500 18 705.877 1300.01 2462.17 0 2462.17 2781.22 2781.22 27 2.98754 9172.38 24.323 Along Bedding 500 18 708.862 1305.5 2479.09 0 2479.09 2799.49 2799.49 28 2.98754 9257.26 24.323 Along Bedding 500 18 712.005 1311.29 2496.9 0 2496.9 2818.73 2818.73 29 2.98754 9232.97 24.323 Along Bedding 500 18 710.285 1308.13 2487.15 0 2487.15 2808.2 2808.2 30 2.98754 9172.83 24.323 Along Bedding 500 18 707.267 1302.57 2470.04 0 2470.04 2789.73 2789.73 31 2.98754 9112.69 24.323 Along Bedding 500 18 704.699 1297.84 2455.49 0 2455.49 2774.01 2774.01 32 2.98754 9052.54 24.323 Along Bedding 500 18 702.567 1293.91 2443.41 0 2443.41 2760.97 2760.97 33 2.98754 8938.92 24.323 Along Bedding 500 18 698.155 1285.79 2418.4 0 2418.4 2733.97 2733.97 34 2.98754 9034.25 24.323 Along Bedding 500 18 704.712 1297.86 2455.56 0 2455.56 2774.09 2774.09 13/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL 35 2.98754 9166.35 24.323 Along Bedding 500 18 713.685 1314.39 2506.42 0 2506.42 2829.01 2829.01 36 2.98754 9305.49 24.323 Along Bedding 500 18 723.595 1332.64 2562.6 0 2562.6 2889.66 2889.66 37 2.98754 9569.96 24.323 Along Bedding 500 18 740.591 1363.94 2658.93 0 2658.93 2993.68 2993.68 38 2.98754 9880.57 24.323 Along Bedding 500 18 760.729 1401.03 2773.08 0 2773.08 3116.93 3116.93 39 2.98754 10191.2 24.323 Along Bedding 500 18 781.661 1439.58 2891.72 0 2891.72 3245.04 3245.04 40 0.870964 2982.98 59.2262 Bedrock 1400 30 1158.73 2134.02 1271.35 0 1271.35 3217.16 3217.16 41 3.2969 10687.5 59.2262 Bedrock 1400 30 1132.65 2086 1188.19 0 1188.19 3090.21 3090.21 42 2.22769 6618.78 62.6058 Bedrock 1400 30 1037.71 1911.14 885.323 0 885.323 2887.77 2887.77 43 2.05298 5552.23 65.4093 Bedrock 1400 30 947.916 1745.77 598.89 0 598.89 2670.21 2670.21 44 2.0861 5000.05 67.3801 Bedrock 1400 30 861.788 1587.15 324.148 0 324.148 2392.44 2392.44 45 0.13936 308.857 67.3801 Terrace Deposits 200 33 470.217 865.994 1025.54 0 1025.54 2154.06 2154.06 46 0.991186 1934.67 78.4076 Terrace Deposits 200 33 288.004 530.415 508.795 0 508.795 1912.79 1912.79 47 0.334887 501.19 84.7548 Terrace Deposits 200 33 132.376 243.796 67.4396 0 67.4396 1509.41 1509.41 48 0.450153 448.508 85.0689 Terrace Deposits 200 33 92.2056 169.814 -46.482 0 -46.482 1022.23 1022.23 49 0.082362 53.2627 85.1377 Terrace Deposits 200 33 67.2231 123.804 -117.331 0 -117.331 672.893 672.893 50 0.445077 131.725 85.1377 Fill 275 33 50.4928 92.992 -280.268 0 -280.268 313.287 313.287 14/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.84169 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 111.814 19.1527 0 0 0 2 114.662 17.4405 4416.62 146.251 1.89659 3 117.509 15.7282 10594.5 699.931 3.77978 4 120.358 14.7008 16139 1592.94 5.63691 5 123.206 13.6733 22797.9 2983.2 7.45503 6 126.054 13.0498 28859.8 4686 9.2227 7 128.903 12.4263 35611 6876.27 10.929 8 131.265 12.1888 40415.5 8804.75 12.2902 9 133.626 11.9512 45510.7 11008.4 13.5979 10 136.67 13.3412 44298.3 12033.4 15.1974 11 139.714 14.7313 43081.4 12919.6 16.6934 12 142.758 16.1214 41857.2 13664.6 18.0797 13 145.801 17.5115 40611 14262.9 19.3517 14 148.845 18.9016 39341.3 14713.4 20.5055 15 151.889 20.2917 38047.7 15017.2 21.5389 16 154.933 21.6817 36729.7 15176.4 22.45 17 157.976 23.0718 35408.6 15203.9 23.2379 18 161.02 24.4619 34107.1 15115.5 23.9018 19 164.064 25.852 32823.5 14918.3 24.4418 20 167.052 27.2024 31607.2 14638.8 24.8511 21 170.039 28.5527 30403.2 14268.3 25.1408 22 173.027 29.9031 29209.6 13814.2 25.311 23 176.014 31.2535 28023.8 13283.9 25.362 24 179.002 32.6038 26835.6 12681.5 25.2937 25 181.989 33.9542 25640.3 12014.1 25.1061 26 184.977 35.3046 24435.9 11290.4 24.7989 27 187.964 36.6549 23219.9 10519.5 24.3723 28 190.952 38.0053 21989.9 9710.69 23.8261 29 193.939 39.3557 20745.4 8874.48 23.1603 30 196.927 40.706 19508.8 8031.12 22.3753 31 199.914 42.0564 18286.3 7192.7 21.4716 32 202.902 43.4068 17075.8 6367.47 20.4502 33 205.89 44.7571 15875.3 5563.41 19.3127 34 208.877 46.1075 14695.3 4792.32 18.0618 35 211.865 47.4579 13484.7 4045.77 16.7006 36 214.852 48.8082 12232.3 3331.17 15.2337 37 217.84 50.1586 10933.6 2658.64 13.6669 38 220.827 51.509 9555.65 2032.39 12.0073 39 223.815 52.8593 8083.69 1463.75 10.2636 40 226.802 54.2097 6514.04 967.24 8.44588 41 227.673 55.6723 5663.8 786.285 7.90365 42 230.97 61.2086 2819.84 286.852 5.80851 43 233.198 65.5073 1325.78 101.113 4.36132 44 235.251 69.9934 585.209 30.7815 3.01093 45 237.337 75 760.092 21.597 1.62755 46 237.476 75.3345 482.614 12.9315 1.53486 47 238.467 80.1664 -1690.38 -25.8143 0.874913 48 238.802 83.8143 -1892.06 -21.5234 0.651748 49 239.252 89.0318 -1608.03 -9.86995 0.351672 50 239.335 90 -1488.9 -7.71172 0.296759 51 239.78 95.232 0 0 0 15/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Group 1 Shared Entities 16/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 232, 90244, 90260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 17/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Friday, July 1, 2022Slide1- 8444-10 C6 BBL 1.2591.25922WW 1000.00 lbs/ft2 1000.00 lbs/ft21.2591.259 0.25200150100500-50050100150200250300350400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-13 1.2591.25922WW 1000.00 lbs/ft2 1000.00 lbs/ft21.2591.259 0.25Safety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+200150100500050100150200250300350400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C6 BBL.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-14 Slide1- 8444-10 C6 BBL Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Seismic Loading ........................................................................................................................................................6 Loading ................................................................................................................................................................... 7 Materials ..................................................................................................................................................................8 Support ................................................................................................................................................................... 9 Global Minimums .................................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Coordinates ................................................................................................................................... 11 Method: gle/morgenstern-price ................................................................................................................. 11 Global Minimum Support Data ................................................................................................................................. 12 Method: gle/morgenstern-price ................................................................................................................. 12 Valid and Invalid Surfaces .......................................................................................................................................13 Method: gle/morgenstern-price ................................................................................................................. 13 Error Code Descriptions .............................................................................................................. 13 Slice Data ...............................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.25889 ..................................................... 14 Interslice Data ........................................................................................................................................................16 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.25889 ..................................................... 16 Entity Information ...................................................................................................................................................17 Group 1 .................................................................................................................................................. 17 Shared Entities ...........................................................................................................................17 Scenario-based Entities ...............................................................................................................18 2/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL File Name:Slide1- 8444-10 C6 BBL.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:09.967s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations: 75 Check malpha < 0.2: Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS: 1 Steffensen Iteration: Yes Eliminate vertical segments in non-circular search Yes 4/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]200 Friction Angle [deg] 33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 100 Cohesion [psf]1400 Friction Angle [deg] 30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]275 Friction Angle [deg] 33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]150 Friction Angle [deg] 26 Water Surface Water Table Hu Value 1 8/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 9/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price FS 1.258890 Axis Location: 99.719, 185.146 Left Slip Surface Endpoint: 111.814, 19.153 Right Slip Surface Endpoint: 239.771, 95.226 Resisting Moment: 4.05949e+07 lb-ft Driving Moment: 3.22466e+07 lb-ft Resisting Horizontal Force: 206345 lb Driving Horizontal Force: 163910 lb Active Support Moment: -123.336 lb-ft Active Horizontal Support Force: -0.0604301 lb Maximum Single Support Force: 0.844013 lb Total Support Force: 0.844013 lb Total Slice Area: 3300.46 ft2 Surface Horizontal Width: 127.957 ft Surface Average Height: 25.7935 ft 10/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price X Y 111.814 19.1527 118.301 16.0141 124.782 14.3665 131.259 13.7418 137.711 13.8088 164.064 25.852 229.523 55.4394 229.762 55.8769 232.199 60.2518 234.541 65.0503 236.895 71.2258 237.655 74.3512 238.629 82.2622 239.013 86.1397 239.397 90.0172 239.771 95.2258 11/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.722, 94.55 55 0.00337037 54.9966 0.00337037 54.9966 0.844013 12/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Method: gle/morgenstern-price Number of Valid Surfaces:8052 Number of Invalid Surfaces:10966 Error Codes Error Code -105 reported for 3673 surfaces Error Code -106 reported for 5509 surfaces Error Code -108 reported for 64 surfaces Error Code -111 reported for 1627 surfaces Error Code -112 reported for 61 surfaces Error Code -123 reported for 20 surfaces Error Code -1000 reported for 12 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -123 = Surface radius equal or less than the internal cutoff of 0.01. -1000 = No valid slip surface is generated 13/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.25889 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 3.24338 655.374 -25.8196 Bedrock 1400 30 1627.49 2048.83 1123.81 0 1123.81 336.363 336.363 2 3.24338 2032.6 -25.8196 Bedrock 1400 30 2099.35 2642.85 2152.68 0 2152.68 1136.93 1136.93 3 3.24051 3294.01 -14.2636 Bedrock 1400 30 2200.53 2770.23 2373.31 0 2373.31 1813.89 1813.89 4 3.24051 4436.04 -14.2636 Bedrock 1400 30 2613.08 3289.58 3272.86 0 3272.86 2608.57 2608.57 5 3.23893 5397.27 -5.50837 Bedrock 1400 30 2647.44 3332.84 3347.77 0 3347.77 3092.46 3092.46 6 3.23893 6154.61 -5.50837 Bedrock 1400 30 2942.45 3704.22 3991.02 0 3991.02 3707.26 3707.26 7 3.22579 6826.3 0.595172 Bedrock 1400 30 2932.39 3691.56 3969.1 0 3969.1 3999.56 3999.56 8 3.22579 7465.85 0.595172 Bedrock 1400 30 3151.24 3967.06 4446.26 0 4446.26 4479 4479 9 2.92811 7139.17 24.5601 Along Bedding 500 18 1071.39 1348.76 2612.21 0 2612.21 3101.83 3101.83 10 2.92811 7312.64 24.5601 Along Bedding 500 18 1056.08 1329.48 2552.89 0 2552.89 3035.51 3035.51 11 2.92811 7532.66 24.5601 Along Bedding 500 18 1043.78 1314 2505.24 0 2505.24 2982.24 2982.24 12 2.92811 7753.26 24.5601 Along Bedding 500 18 1031.77 1298.89 2458.73 0 2458.73 2930.24 2930.24 13 2.92811 7973.86 24.5601 Along Bedding 500 18 1020.24 1284.38 2414.06 0 2414.06 2880.3 2880.3 14 2.92811 8193.62 24.5601 Along Bedding 500 18 1009.36 1270.67 2371.87 0 2371.87 2833.14 2833.14 15 2.92811 8305.64 24.5601 Along Bedding 500 18 993.194 1250.32 2309.25 0 2309.25 2763.14 2763.14 16 2.92811 8342.51 24.5601 Along Bedding 500 18 974.051 1226.22 2235.09 0 2235.09 2680.22 2680.22 17 2.92811 8379.39 24.5601 Along Bedding 500 18 956.413 1204.02 2166.75 0 2166.75 2603.82 2603.82 18 2.84603 8181.86 24.323 Along Bedding 500 18 943.292 1187.5 2115.91 0 2115.91 2542.28 2542.28 19 2.84603 8220.74 24.323 Along Bedding 500 18 929.42 1170.04 2062.16 0 2062.16 2482.26 2482.26 20 2.84603 8259.62 24.323 Along Bedding 500 18 917.117 1154.55 2014.5 0 2014.5 2429.04 2429.04 21 2.84603 8299.06 24.323 Along Bedding 500 18 906.465 1141.14 1973.23 0 1973.23 2382.95 2382.95 22 2.84603 8366.96 24.323 Along Bedding 500 18 899.102 1131.87 1944.7 0 1944.7 2351.09 2351.09 23 2.84603 8450.84 24.323 Along Bedding 500 18 894.367 1125.91 1926.35 0 1926.35 2330.6 2330.6 24 2.84603 8534.72 24.323 Along Bedding 500 18 891.41 1122.19 1914.89 0 1914.89 2317.81 2317.81 25 2.84603 8618.6 24.323 Along Bedding 500 18 890.291 1120.78 1910.56 0 1910.56 2312.97 2312.97 26 2.84603 8702.48 24.323 Along Bedding 500 18 891.064 1121.75 1913.56 0 1913.56 2316.32 2316.32 27 2.84603 8786.36 24.323 Along Bedding 500 18 893.784 1125.18 1924.1 0 1924.1 2328.09 2328.09 28 2.84603 8822.22 24.323 Along Bedding 500 18 895.637 1127.51 1931.27 0 1931.27 2336.1 2336.1 29 2.84603 8769.57 24.323 Along Bedding 500 18 894.078 1125.55 1925.23 0 1925.23 2329.36 2329.36 30 2.84603 8714.99 24.323 Along Bedding 500 18 894.113 1125.59 1925.37 0 1925.37 2329.51 2329.51 31 2.84603 8660.41 24.323 Along Bedding 500 18 895.805 1127.72 1931.92 0 1931.92 2336.83 2336.83 32 2.84603 8594.88 24.323 Along Bedding 500 18 898.411 1131 1942.02 0 1942.02 2348.1 2348.1 33 2.84603 8515.77 24.323 Along Bedding 500 18 901.649 1135.08 1954.56 0 1954.56 2362.11 2362.11 34 2.84603 8633.84 24.323 Along Bedding 500 18 919.194 1157.16 2022.54 0 2022.54 2438.02 2438.02 14/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL 35 2.84603 8753.72 24.323 Along Bedding 500 18 938.937 1182.02 2099.04 0 2099.04 2523.43 2523.43 36 2.84603 8886.56 24.323 Along Bedding 500 18 961.657 1210.62 2187.07 0 2187.07 2621.73 2621.73 37 2.84603 9139.29 24.323 Along Bedding 500 18 994.881 1252.45 2315.79 0 2315.79 2765.48 2765.48 38 2.84603 9421.16 24.323 Along Bedding 500 18 1032.87 1300.27 2462.98 0 2462.98 2929.84 2929.84 39 2.84603 9703.04 24.323 Along Bedding 500 18 1073.71 1351.68 2621.2 0 2621.2 3106.52 3106.52 40 2.84603 9984.92 24.323 Along Bedding 500 18 1117.39 1406.68 2790.46 0 2790.46 3295.52 3295.52 41 0.239064 847.619 61.3471 Bedrock 1400 30 1460.37 1838.44 759.401 0 759.401 3432.03 3432.03 42 2.43691 8314.72 60.8815 Bedrock 1400 30 1453.13 1829.33 743.616 0 743.616 3352.39 3352.39 43 2.3427 7368.88 63.9774 Bedrock 1400 30 1326.94 1670.48 468.481 0 468.481 3186.4 3186.4 44 2.35334 6556.98 69.1394 Bedrock 1400 30 1111.04 1398.67 -2.29837 0 -2.29837 2913.23 2913.23 45 0.759939 1859.43 76.3341 Bedrock 1400 30 806.789 1015.66 -665.697 0 -665.697 2652.46 2652.46 46 0.0798987 183.127 82.9791 Bedrock 1400 30 503.271 633.563 -1327.51 0 -1327.51 2758.98 2758.98 47 0.894377 1666.35 82.9791 Terrace Deposits 200 33 215.72 271.568 110.205 0 110.205 1861.82 1861.82 48 0.383945 478.525 84.3451 Terrace Deposits 200 33 133.196 167.679 -49.7699 0 -49.7699 1295.39 1295.39 49 0.383945 311.772 84.3451 Terrace Deposits 200 33 97.1845 122.345 -119.579 0 -119.579 861.895 861.895 50 0.373891 111.207 85.8942 Fill 275 33 47.3989 59.67 -331.579 0 -331.579 328.731 328.731 15/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.25889 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 111.814 19.1527 0 0 0 2 115.057 17.5834 6878.27 435.592 3.62363 3 118.301 16.0141 16557.2 2090.45 7.19588 4 121.541 15.1903 24819.7 4674.26 10.6655 5 124.782 14.3665 34874.5 8691.09 13.9937 6 128.02 14.0542 43145.7 13309.9 17.1443 7 131.259 13.7418 52384 19162.7 20.0931 8 134.485 13.7753 60003.6 25238.1 22.8121 9 137.711 13.8088 68153.4 32220.8 25.3033 10 140.639 15.147 66010.2 34164 27.3641 11 143.567 16.4851 63858.2 35739.6 29.2345 12 146.495 17.8232 61679 36939.2 30.9172 13 149.423 19.1614 59471.8 37766 32.4165 14 152.352 20.4995 57235.3 38225.9 33.7379 15 155.28 21.8376 54968.6 38327.9 34.8869 16 158.208 23.1757 52710.2 38113 35.8694 17 161.136 24.5139 50485.9 37618.4 36.6908 18 164.064 25.852 48292.1 36863.2 37.3559 19 166.91 27.1384 46209.4 35916.7 37.8565 20 169.756 28.4248 44146.5 34760.5 38.2165 21 172.602 29.7112 42100.3 33414 38.4382 22 175.448 30.9976 40067 31896.9 38.5229 23 178.294 32.284 38032.4 30221.1 38.4712 24 181.14 33.5704 35987 28403.3 38.2828 25 183.986 34.8568 33927 26465.1 37.9564 26 186.832 36.1433 31848.4 24429.3 37.49 27 189.678 37.4297 29747.1 22319.1 36.8807 28 192.524 38.7161 27619.1 20158.6 36.1249 29 195.37 40.0025 25478.1 17985 35.2183 30 198.216 41.2889 23353.7 15844.9 34.1559 31 201.062 42.5753 21242.8 13759.8 32.9327 32 203.908 43.8617 19141.9 11750.2 31.5436 33 206.754 45.1481 17051.8 9838.13 29.983 34 209.601 46.4345 14974.6 8045.06 28.2468 35 212.447 47.7209 12830.4 6349.96 26.3315 36 215.293 49.0073 10614 4778.09 24.2358 37 218.139 50.2937 8315.79 3353.15 21.9606 38 220.985 51.5801 5883.37 2084.57 19.51 39 223.831 52.8665 3299.25 1001.9 16.8922 40 226.677 54.1529 557.345 140.202 14.12 41 229.523 55.4394 -2348.43 -465.466 11.2109 42 229.762 55.8769 -2543.47 -492.603 10.961 43 232.199 60.2518 -4334.3 -637.808 8.3712 44 234.541 65.0503 -5315.89 -541.864 5.82022 45 236.895 71.2258 -4326.31 -243.001 3.21482 46 237.655 74.3512 -2097.44 -86.713 2.36739 47 237.735 75 -1241.77 -49.4009 2.27818 48 238.629 82.2622 -2265.75 -50.5593 1.27832 49 239.013 86.1397 -2141.26 -31.7163 0.848602 50 239.397 90.0172 -1718.23 -12.5569 0.418713 51 239.771 95.2258 0 0 0 16/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Group 1 Shared Entities 17/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 232, 90244, 90260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 18/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 19/19 Friday, July 1, 2022Slide1- 8444-10 C6 BBL 2.0792.07922WW 1000.00 lbs/ft2 1000.00 lbs/ft22.0792.079RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight(lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name2.079GLE / Morgenstern‐Price30020010000100200300400500600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C7.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-15 2.0792.07922WW 1000.00 lbs/ft2 1000.00 lbs/ft22.0792.079RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight(lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name2.079GLE / Morgenstern‐PriceSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+30020010000100200300400500600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C7.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-16 Slide1- 8444-10 C7 Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Loading ................................................................................................................................................................... 6 Materials ..................................................................................................................................................................7 Support ................................................................................................................................................................... 8 Global Minimums ...................................................................................................................................................... 9 Method: gle/morgenstern-price ................................................................................................................... 9 Global Minimum Coordinates ................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Support Data ................................................................................................................................. 11 Method: gle/morgenstern-price ................................................................................................................. 11 Valid and Invalid Surfaces .......................................................................................................................................12 Method: gle/morgenstern-price ................................................................................................................. 12 Error Code Descriptions .............................................................................................................. 12 Slice Data ...............................................................................................................................................................13 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07939 ..................................................... 13 Interslice Data ........................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07939 ..................................................... 14 Entity Information ...................................................................................................................................................15 Group 1 .................................................................................................................................................. 15 Shared Entities ...........................................................................................................................15 Scenario-based Entities ...............................................................................................................16 2/17 Thursday, June 30, 2022Slide1- 8444-10 C7 File Name:Slide1- 8444-10 C7.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:04.942s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations:75 Check malpha < 0.2:Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS:1 Steffensen Iteration:Yes Eliminate vertical segments in non-circular search Yes 4/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/17 Thursday, June 30, 2022Slide1- 8444-10 C7 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]200 Friction Angle [deg]33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]100 Cohesion [psf]1400 Friction Angle [deg]30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]275 Friction Angle [deg]33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]150 Friction Angle [deg]26 Water Surface Water Table Hu Value 1 7/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 8/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Method: gle/morgenstern-price FS 2.079390 Axis Location:34.818, 353.385 Left Slip Surface Endpoint:0.000, -10.000 Right Slip Surface Endpoint:304.635, 107.500 Left Slope Intercept:0.000 0.000 Right Slope Intercept:304.635 107.500 Resisting Moment:4.63313e+08 lb-ft Driving Moment:2.22812e+08 lb-ft Resisting Horizontal Force:1.04452e+06 lb Driving Horizontal Force:502322 lb Total Slice Area:15402.9 ft2 Surface Horizontal Width:304.635 ft Surface Average Height:50.5617 ft 9/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Method: gle/morgenstern-price X Y 0-10 8.58527 -17.5691 17.138 -21.7209 28.7607 -25.0059 40.3846 -27.0487 52.1681 -28.3236 61.7202 -29.3014 71.2734 -29.9816 87.323 -31.1243 96.7651 -31.3182 106.207 -31.3469 116.671 -29.7758 125.523 -28.0488 139.895 -24.6923 154.271 -20.0183 168.647 -15.3095 183.027 -8.88368 197.407 -2.19435 204.599 1.90919 211.792 6.01274 226.177 14.2198 239.638 24.1198 246.098 29.9003 254.466 37.5533 262.453 45.0354 269.696 52.2979 277.006 61.2101 283.133 69.2609 288.507 77.7441 293.883 87.6627 299.259 97.5815 304.635 107.5 10/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.722, 94.55 55 Not Effective Not Effective Not Effective Not Effective 0 11/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Method: gle/morgenstern-price Number of Valid Surfaces:5743 Number of Invalid Surfaces:13266 Error Codes Error Code -105 reported for 3755 surfaces Error Code -106 reported for 4749 surfaces Error Code -108 reported for 119 surfaces Error Code -111 reported for 4561 surfaces Error Code -112 reported for 51 surfaces Error Code -124 reported for 1 surface Error Code -1000 reported for 30 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -124 = A slice has a width less than the minimum acceptable value. -1000 = No valid slip surface is generated 12/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07939 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 8.58527 9258.97 -41.4007 Qal 150 26 171.35 356.303 1283.14 860.153 422.986 1132.07 271.917 2 8.55275 14974.6 -25.8937 Bedrock 1400 30 1026.87 2135.25 2499.34 1225.85 1273.49 2000.86 775.013 3 5.81133 12419.5 -15.7819 Bedrock 1400 30 1062.14 2208.6 2807.17 1406.63 1400.54 2506.97 1100.34 4 5.81133 14060.7 -15.7819 Bedrock 1400 30 1148.46 2388.09 3230.88 1519.45 1711.43 2906.29 1386.84 5 5.81196 15585.3 -9.96773 Bedrock 1400 30 1170.49 2433.91 3425.74 1634.94 1790.8 3220.03 1585.09 6 5.81196 16873.6 -9.96773 Bedrock 1400 30 1238.99 2576.35 3768.56 1731.06 2037.5 3550.81 1819.75 7 5.89177 18088 -6.17485 Bedrock 1400 30 1249.76 2598.73 3891.68 1815.42 2076.26 3756.47 1941.05 8 5.89177 18810.7 -6.17485 Bedrock 1400 30 1288.75 2679.81 4104.72 1888.02 2216.7 3965.29 2077.27 9 4.77603 15772.2 -5.84507 Bedrock 1400 30 1319.1 2742.92 4278.89 1952.88 2326.01 4143.85 2190.97 10 4.77603 16233.8 -5.84507 Bedrock 1400 30 1349.12 2805.35 4444.13 2010 2434.13 4306.01 2296.01 11 4.77659 16661.9 -4.07252 Bedrock 1400 30 1350.78 2808.79 4502.58 2062.48 2440.1 4406.4 2343.92 12 4.77659 17052.5 -4.07252 Bedrock 1400 30 1374.82 2858.78 4637 2110.31 2526.69 4539.11 2428.8 13 5.34988 19562.8 -4.07252 Bedrock 1400 30 1399.2 2909.49 4775.53 2161.02 2614.51 4675.91 2514.89 14 5.34988 20064.1 -4.07252 Bedrock 1400 30 1424.25 2961.57 4919.3 2214.59 2704.71 4817.9 2603.31 15 5.34988 20686.8 -4.07252 Bedrock 1400 30 1463.24 3042.64 5087.41 2242.27 2845.14 4983.23 2740.96 16 4.72105 18743.4 -1.1763 Bedrock 1400 30 1444.86 3004.43 5036.12 2257.18 2778.94 5006.46 2749.28 17 4.72105 19141.1 -1.1763 Bedrock 1400 30 1472.46 3061.81 5141.57 2263.23 2878.34 5111.33 2848.1 18 9.4421 40842.3 -0.173994 Bedrock 1400 30 1549.85 3222.74 5386.39 2229.31 3157.08 5381.69 3152.38 19 5.23183 25097.4 8.53882 Bedrock 1400 30 1556.31 3236.17 5274.36 2094.03 3180.33 5508.03 3414 20 5.23183 26721.8 8.53882 Bedrock 1400 30 1673.87 3480.63 5569.16 1965.39 3603.77 5820.48 3855.09 21 8.85193 49266.7 11.0399 Bedrock 1400 30 1790.86 3723.89 5804.92 1779.82 4025.1 6154.32 4374.5 22 7.18622 42960.8 13.1449 Bedrock 1400 30 1905.86 3963.03 5990.83 1551.53 4439.3 6435.91 4884.38 23 7.18622 44982.4 13.1449 Bedrock 1400 30 2026.5 4213.88 6211.22 1337.44 4873.78 6684.47 5347.03 24 7.18783 46943.3 18.0111 Bedrock 1400 30 2024.79 4210.32 5998.09 1130.48 4867.61 6656.42 5525.94 25 7.18783 48948.4 18.0111 Bedrock 1400 30 2132.81 4434.95 6189.02 932.327 5256.69 6882.47 5950.14 26 7.18786 50506 18.1365 Bedrock 1400 30 2222.12 4620.65 6311.96 733.626 5578.33 7039.83 6306.2 27 7.18786 51402.6 18.1365 Bedrock 1400 30 2291.38 4764.68 6362.19 534.382 5827.8 7112.74 6578.36 28 6.18194 44693.6 24.0779 Bedrock 1400 30 2208.77 4592.9 5856.34 326.069 5530.27 6843.35 6517.28 29 6.18194 44997.1 24.0779 Bedrock 1400 30 2267.19 4714.37 5849.36 108.687 5740.67 6862.47 6753.78 30 2.01603 14764 24.0779 Bedrock 1400 30 2299.07 4780.67 5855.48 0 5855.48 6882.84 6882.84 31 7.19014 52968.2 24.9466 Bedrock 1400 30 2279.7 4740.39 5785.71 0 5785.71 6846.17 6846.17 32 7.19014 53269.4 24.9466 Bedrock 1400 30 2276.32 4733.35 5773.53 0 5773.53 6832.41 6832.41 33 7.1926 52664.7 29.7058 Bedrock 1400 30 2141.51 4453.04 5288.02 0 5288.02 6509.8 6509.8 34 7.1926 51746.7 29.7058 Bedrock 1400 30 2107.24 4381.77 5164.58 0 5164.58 6366.81 6366.81 35 7.19261 51803.5 29.7058 Bedrock 1400 30 2104.1 4375.25 5153.29 0 5153.29 6353.73 6353.73 36 7.19261 52719.4 29.7058 Bedrock 1400 30 2129.11 4427.24 5243.33 0 5243.33 6458.03 6458.03 37 6.73059 50034.9 36.3324 Bedrock 1400 30 2021.75 4204.01 4856.68 0 4856.68 6343.57 6343.57 38 6.73059 50347.2 36.3324 Bedrock 1400 30 2038.82 4239.51 4918.18 0 4918.18 6417.62 6417.62 39 6.45916 52954 41.8267 Bedrock 1400 30 2084.72 4334.94 5083.47 0 5083.47 6949.17 6949.17 40 8.36823 65005.8 42.4435 Bedrock 1400 30 2009.55 4178.63 4812.73 0 4812.73 6650.5 6650.5 41 7.98747 57665 43.1291 Bedrock 1400 30 1914.11 3980.19 4469.02 0 4469.02 6262.04 6262.04 42 7.24245 47317.3 45.0793 Bedrock 1400 30 1769.33 3679.12 3947.55 0 3947.55 5721.78 5721.78 43 7.31001 41846.9 50.6403 Bedrock 1400 30 1728.76 3594.77 3801.45 0 3801.45 5909.1 5909.1 44 6.12748 29880.4 52.7253 Bedrock 1400 30 1570.97 3266.65 3233.13 0 3233.13 5297.21 5297.21 45 3.63578 15222.8 57.6454 Bedrock 1400 30 1380.97 2871.57 2548.82 0 2548.82 4728.7 4728.7 46 1.73843 6493.66 57.6454 Terrace Deposits 200 33 960.537 1997.33 2767.64 0 2767.64 4283.86 4283.86 47 5.37593 15996.6 61.5421 Terrace Deposits 200 33 783.033 1628.23 2199.28 0 2199.28 3643.98 3643.98 48 5.376 9598.04 61.5421 Terrace Deposits 200 33 584.97 1216.38 1565.09 0 1565.09 2644.36 2644.36 49 3.20787 2678.93 61.5421 Terrace Deposits 200 33 416.938 866.977 1027.05 0 1027.05 1796.31 1796.31 50 2.16802 520.325 61.5421 Fill 275 33 179.943 374.172 152.711 0 152.711 484.706 484.706 13/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07939 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 0 -10 3120 0 0 2 8.58527 -17.5691 11286.8 460.126 2.33447 3 17.138 -21.7209 32054.9 2598.44 4.63439 4 22.9493 -23.3634 43920.2 4747.81 6.16976 5 28.7607 -25.0059 56225.5 7576.47 7.67446 6 34.5726 -26.0273 66528.4 10705.8 9.14171 7 40.3846 -27.0487 77578.7 14469.4 10.565 8 46.2764 -27.6862 87422.7 18513.7 11.957 9 52.1681 -28.3236 97632.2 23065.5 13.2923 10 56.9442 -28.8125 106024 27084.5 14.3301 11 61.7202 -29.3014 114641 31416.4 15.3252 12 66.4968 -29.6415 122624 35802.1 16.276 13 71.2734 -29.9816 130768 40431.1 17.1807 14 76.6233 -30.3625 140073 45883.8 18.1373 15 81.9731 -30.7434 149566 51594.9 19.0326 16 87.323 -31.1243 159332 57567.8 19.8652 17 92.0441 -31.2213 166641 62460.2 20.5469 18 96.7651 -31.3182 174091 67449.9 21.1784 19 106.207 -31.3469 188880 77422.1 22.2888 20 111.439 -30.5614 192879 81141.8 22.8159 21 116.671 -29.7758 197261 84871.7 23.2798 22 125.523 -28.0488 203089 90082.7 23.9203 23 132.709 -26.3706 206731 93371.8 24.3067 24 139.895 -24.6923 210870 96425.6 24.5734 25 147.083 -22.3553 211406 97327.5 24.7205 26 154.271 -20.0183 212273 97849.2 24.7478 27 161.459 -17.6639 213384 97944.6 24.6554 28 168.647 -15.3095 214875 97667.4 24.4433 29 174.829 -12.547 212351 95279 24.1651 30 181.011 -9.78456 210208 92705.3 23.7983 31 183.027 -8.88368 209568 91817.3 23.6595 32 190.217 -5.53902 206608 88074.1 23.0879 33 197.407 -2.19435 203665 83930.7 22.3966 34 204.599 1.90919 197368 78088.4 21.5862 35 211.792 6.01274 191332 72135.5 20.6573 36 218.985 10.1163 185319 66031.9 19.6117 37 226.177 14.2198 179117 59762.6 18.4513 38 232.908 19.1698 168684 52423.6 17.2642 39 239.638 24.1198 158061 45270.7 15.9824 40 246.098 29.9003 142142 37202.5 14.6669 41 254.466 37.5533 122127 27849.6 12.846 42 262.453 45.0354 103978 20202.4 10.9953 43 269.696 52.2979 88122.8 14324.8 9.23296 44 277.006 61.2101 66881.1 8667.72 7.38431 45 283.133 69.2609 50477.8 5118.42 5.78997 46 286.769 75 40870.6 3452.28 4.82823 47 288.507 77.7441 34945.7 2667.39 4.3649 48 293.883 87.6627 17341.4 884.707 2.92053 49 299.259 97.5815 4962.43 126.778 1.46345 50 302.467 103.5 221.261 2.28062 0.590548 51 304.635 107.5 0 0 0 14/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Group 1 Shared Entities 15/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 232, 90244, 90260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 16/17 Thursday, June 30, 2022Slide1- 8444-10 C7 Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 17/17 Thursday, June 30, 2022Slide1- 8444-10 C7 1.2981.29822WW 1000.00 lbs/ft2 1000.00 lbs/ft21.2981.298 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.298GLE / Morgenstern‐Price4003002001000-1000100200300400500600700800900ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C7 Seismic.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-17 1.2981.29822WW 1000.00 lbs/ft2 1000.00 lbs/ft21.2981.298 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.298GLE / Morgenstern‐PriceSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+4003002001000-1000100200300400500600700800ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C7 Seismic.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-18 Slide1- 8444-10 C7 Seismic Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Seismic Loading ........................................................................................................................................................6 Loading ................................................................................................................................................................... 7 Materials ..................................................................................................................................................................8 Support ................................................................................................................................................................... 9 Global Minimums .................................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Coordinates ................................................................................................................................... 11 Method: gle/morgenstern-price ................................................................................................................. 11 Global Minimum Support Data ................................................................................................................................. 12 Method: gle/morgenstern-price ................................................................................................................. 12 Valid and Invalid Surfaces .......................................................................................................................................13 Method: gle/morgenstern-price ................................................................................................................. 13 Error Code Descriptions .............................................................................................................. 13 Slice Data ...............................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.29819 ..................................................... 14 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.29819 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic File Name:Slide1- 8444-10 C7 Seismic.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:03.845s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations: 75 Check malpha < 0.2: Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS: 1 Steffensen Iteration: Yes Eliminate vertical segments in non-circular search Yes 4/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]200 Friction Angle [deg] 33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 100 Cohesion [psf]1400 Friction Angle [deg] 30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]275 Friction Angle [deg] 33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]150 Friction Angle [deg] 26 Water Surface Water Table Hu Value 1 8/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 9/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Method: gle/morgenstern-price FS 1.298190 Axis Location: 56.496, 396.742 Left Slip Surface Endpoint: 0.000, -10.000 Right Slip Surface Endpoint: 347.992, 107.500 Left Slope Intercept: 0.000 0.000 Right Slope Intercept: 347.992 107.500 Resisting Moment: 5.58401e+08 lb-ft Driving Moment: 4.30139e+08 lb-ft Resisting Horizontal Force: 1.19069e+06 lb Driving Horizontal Force: 917194 lb Total Slice Area: 17835.7 ft2 Surface Horizontal Width: 347.992 ft Surface Average Height: 51.2533 ft 10/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Method: gle/morgenstern-price X Y 0-10 14.1442 -20.1579 28.2786 -25.0533 42.4001 -27.9579 56.5153 -29.5242 70.6308 -30.8112 84.6214 -31.1909 98.7357 -31.2861 112.797 -29.9981 126.853 -28.0445 143.029 -24.3962 159.203 -19.2968 175.377 -14.002 191.55 -7.47047 207.723 -0.920497 223.889 6.76014 240.052 16.109 256.211 26.9363 272.008 38.4684 279.776 45.2629 288.706 53.4094 298.046 61.9314 304.518 67.8364 311.202 73.9338 322.634 84.3642 334.056 94.7851 341.024 101.143 347.992 107.5 11/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.722, 94.55 55 Not Effective Not Effective Not Effective Not Effective 0 12/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Method: gle/morgenstern-price Number of Valid Surfaces:10114 Number of Invalid Surfaces:8892 Error Codes Error Code -105 reported for 2447 surfaces Error Code -106 reported for 4840 surfaces Error Code -108 reported for 105 surfaces Error Code -111 reported for 1369 surfaces Error Code -112 reported for 110 surfaces Error Code -1000 reported for 21 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -1000 = No valid slip surface is generated 13/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.29819 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 9.43124 9734.74 -35.6847 Qal 150 26 295.906 384.142 1315.39 835.321 480.066 1102.88 267.556 2 4.71292 7672.44 -35.6847 Bedrock 1400 30 2226.38 2890.27 3733.47 1152.25 2581.22 2134.55 982.296 3 7.06724 13947.4 -19.1032 Bedrock 1400 30 1928.85 2504.01 3246.41 1334.22 1912.19 2578.37 1244.15 4 7.06724 16693.6 -19.1032 Bedrock 1400 30 2207.24 2865.42 4029.29 1491.1 2538.19 3264.82 1773.72 5 7.06071 19132.7 -11.623 Bedrock 1400 30 2195.06 2849.6 4162.92 1652.14 2510.78 3711.42 2059.28 6 7.06071 21157.3 -11.623 Bedrock 1400 30 2399.33 3114.78 4752.18 1782.1 2970.08 4258.67 2476.57 7 7.05762 22543.7 -6.33204 Bedrock 1400 30 2351.22 3052.33 4753.09 1891.18 2861.91 4492.18 2601 8 7.05762 23594.5 -6.33204 Bedrock 1400 30 2468.34 3204.37 5104.63 1979.37 3125.26 4830.73 2851.36 9 7.05773 24596.5 -5.2094 Bedrock 1400 30 2530.65 3285.26 5328.57 2063.2 3265.37 5097.84 3034.64 10 7.05773 25548.7 -5.2094 Bedrock 1400 30 2635.79 3421.76 5644.47 2142.68 3501.79 5404.16 3261.48 11 6.99532 26105.8 -1.55461 Bedrock 1400 30 2532.46 3287.62 5477.27 2207.82 3269.45 5408.54 3200.72 12 6.99532 26789.8 -1.55461 Bedrock 1400 30 2599.4 3374.51 5672.34 2252.38 3419.96 5601.8 3349.42 13 7.05713 27876.7 -0.386459 Bedrock 1400 30 2625.72 3408.68 5738.93 2259.79 3479.14 5721.22 3461.43 14 7.05713 28696.7 -0.386459 Bedrock 1400 30 2707.34 3514.64 5925.42 2262.76 3662.66 5907.16 3644.4 15 7.03046 30434.1 5.23365 Bedrock 1400 30 2557.38 3319.97 5520.16 2194.68 3325.48 5754.41 3559.73 16 7.03046 33509.9 5.23365 Bedrock 1400 30 2827.07 3670.07 5979.36 2047.49 3931.87 6238.31 4190.82 17 7.02841 36736.9 7.91221 Bedrock 1400 30 2937.84 3813.87 6070.89 1889.94 4180.95 6479.18 4589.24 18 7.02841 40130.8 7.91221 Bedrock 1400 30 3212.96 4171.03 6521.59 1722.02 4799.57 6968.13 5246.11 19 5.39183 32501.9 12.7103 Bedrock 1400 30 3095.63 4018.72 6094.84 1559.08 4535.76 6793.06 5233.98 20 5.39183 33663.1 12.7103 Bedrock 1400 30 3232.92 4196.95 6245.61 1401.14 4844.47 6974.79 5573.65 21 5.39183 34842.8 12.7103 Bedrock 1400 30 3369.75 4374.57 6397.94 1245.83 5152.11 7157.98 5912.15 22 8.08709 54554.5 17.4989 Bedrock 1400 30 3219.78 4179.89 5894.18 1079.28 4814.9 6909.31 5830.03 23 8.08709 56974.8 17.4989 Bedrock 1400 30 3385.74 4395.33 6049.37 861.305 5188.06 7116.81 6255.51 24 5.39129 38743.8 18.1266 Bedrock 1400 30 3448.65 4477 6007.15 677.628 5329.52 7136.11 6458.48 25 5.39129 39245.6 18.1266 Bedrock 1400 30 3524.98 4576.1 6029.43 528.249 5501.18 7183.38 6655.14 26 5.39129 39747.8 18.1266 Bedrock 1400 30 3601.95 4676.01 6053.09 378.869 5674.22 7232.23 6853.37 27 9.36507 70164.8 21.9916 Bedrock 1400 30 3479.15 4516.6 5550.2 152.088 5398.11 6955.28 6803.19 28 6.80797 51841.7 21.9916 Bedrock 1400 30 3553.07 4612.56 5564.32 0 5564.32 6999.25 6999.25 29 8.08637 62109.9 22.048 Bedrock 1400 30 3536.08 4590.51 5526.13 0 5526.13 6958.25 6958.25 30 8.08637 61953.2 22.048 Bedrock 1400 30 3495.45 4537.76 5434.77 0 5434.77 6850.43 6850.43 31 8.08328 62127.3 25.4121 Bedrock 1400 30 3294.01 4276.25 4981.81 0 4981.81 6546.77 6546.77 32 8.08328 63418 25.4121 Bedrock 1400 30 3322.36 4313.05 5045.55 0 5045.55 6623.99 6623.99 33 8.08133 65173.2 30.0461 Bedrock 1400 30 3149.54 4088.7 4656.97 0 4656.97 6478.74 6478.74 34 8.08133 66693.5 30.0461 Bedrock 1400 30 3203.71 4159.02 4778.77 0 4778.77 6631.87 6631.87 35 8.07933 73525.6 33.8244 Bedrock 1400 30 3270.87 4246.21 4929.78 0 4929.78 7121.46 7121.46 36 8.07933 70841.8 33.8244 Bedrock 1400 30 3208.35 4165.05 4789.21 0 4789.21 6939 6939 37 7.89858 66299.3 36.13 Bedrock 1400 30 3038.69 3944.8 4407.73 0 4407.73 6626.02 6626.02 38 7.89858 61936.4 36.13 Bedrock 1400 30 3005.92 3902.25 4334.02 0 4334.02 6528.39 6528.39 39 7.76864 56038.6 41.173 Bedrock 1400 30 2898.94 3763.37 4093.48 0 4093.48 6628.89 6628.89 40 8.92913 57739.2 42.376 Bedrock 1400 30 2715.22 3524.87 3680.38 0 3680.38 6157.62 6157.62 41 9.34059 52615.2 42.376 Bedrock 1400 30 2555.03 3316.92 3320.21 0 3320.21 5651.31 5651.31 42 6.4723 31789.4 42.376 Bedrock 1400 30 2338.69 3036.06 2833.74 0 2833.74 4967.45 4967.45 43 6.68315 28814.3 42.376 Bedrock 1400 30 1980.06 2570.5 2027.36 0 2027.36 3833.88 3833.88 44 1.16858 4619.77 42.376 Bedrock 1400 30 1892.98 2457.45 1831.56 0 1831.56 3558.63 3558.63 45 10.2638 34262 42.376 Terrace Deposits 200 33 1178.55 1529.98 2047.98 0 2047.98 3123.24 3123.24 46 5.71098 14069.9 42.376 Terrace Deposits 200 33 1195.47 1551.95 2081.83 0 2081.83 3172.52 3172.52 47 5.71098 10499.1 42.376 Terrace Deposits 200 33 1022.49 1327.38 1736.01 0 1736.01 2668.88 2668.88 48 6.96815 7973.93 42.376 Terrace Deposits 200 33 817.695 1061.52 1326.63 0 1326.63 2072.65 2072.65 49 2.5839 1605.76 42.376 Terrace Deposits 200 33 654.947 850.246 1001.29 0 1001.29 1598.84 1598.84 50 4.38425 1052.22 42.376 Fill 275 33 569.976 739.937 715.94 0 715.94 1235.96 1235.96 14/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.29819 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 0 -10 3120 0 0 2 9.43124 -16.7732 10983.1 666.713 3.47379 3 14.1442 -20.1579 33599.4 3054.19 5.19392 4 21.2114 -22.6056 53944.5 7328.72 7.73665 5 28.2786 -25.0533 76047.2 13708.3 10.2184 6 35.3394 -26.5056 92816.6 20780.7 12.6198 7 42.4001 -27.9579 111370 29692.4 14.9284 8 49.4577 -28.7411 126050 38852.6 17.131 9 56.5153 -29.5242 141570 49351.3 19.2186 10 63.573 -30.1677 156711 60733.8 21.184 11 70.6308 -30.8112 172558 73326.2 23.0224 12 77.6261 -31.001 184787 85054.9 24.716 13 84.6214 -31.1909 197350 97451.8 26.2802 14 91.6785 -31.2385 209184 109951 27.7273 15 98.7357 -31.2861 221398 122943 29.0436 16 105.766 -30.6421 228215 132965 30.2264 17 112.797 -29.9981 235862 143313 31.2834 18 119.825 -29.0213 241396 152115 32.217 19 126.853 -28.0445 247575 160959 33.0296 20 132.245 -26.8284 248729 165084 33.5726 21 137.637 -25.6123 250149 169028 34.0473 22 143.029 -24.3962 251827 172780 34.4542 23 151.116 -21.8465 249199 174102 34.9399 24 159.203 -19.2968 246912 174681 35.278 25 164.594 -17.5319 245217 174410 35.4222 26 169.986 -15.767 243768 173892 35.5022 27 175.377 -14.002 242567 173136 35.5179 28 184.742 -10.2199 236617 168108 35.3924 29 191.55 -7.47047 232547 163917 35.1791 30 199.636 -4.19548 227516 158074 34.7909 31 207.723 -0.920497 222494 151516 34.2544 32 215.806 2.91982 214457 142308 33.5672 33 223.889 6.76014 206082 132433 32.7257 34 231.971 11.4346 193473 119617 31.7269 35 240.052 16.109 180351 106518 30.5667 36 248.131 21.5226 161709 90529 29.2413 37 256.211 26.9363 143993 75749.6 27.7473 38 264.109 32.7023 126004 61786.5 26.1212 39 272.008 38.4684 109272 49407.3 24.3301 40 279.776 45.2629 89970.2 37097.5 22.4079 41 288.706 53.4094 69797.6 25411.4 20.0052 42 298.046 61.9314 52214.8 16242.3 17.2792 43 304.518 67.8364 42670.8 11649.8 15.2705 44 311.202 73.9338 36338.7 8457.87 13.1024 45 312.37 75 35443.1 7996.65 12.7142 46 322.634 84.3642 19796.2 3206.79 9.20142 47 328.345 89.5747 12258.9 1543.98 7.17847 48 334.056 94.7851 6428.09 575.773 5.1184 49 341.024 101.143 1698.48 76.2185 2.5694 50 343.608 103.5 628.884 17.7632 1.61792 51 347.992 107.5 0 0 0 15/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Group 1 Shared Entities 16/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 232, 90244, 90260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 17/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Friday, July 1, 2022Slide1- 8444-10 C7 Seismic 1.7271.7272WW 1000.00 lbs/ft2 1000.00 lbs/ft21.7271.727RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMinFSMethod Name1.727GLE / Morgenstern‐Price300200100005010015020025030035040045050055060ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C5 BB.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-19 1.7271.7272WW 1000.00 lbs/ft2 1000.00 lbs/ft21.7271.727RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMinFSMethod Name1.727GLE / Morgenstern‐PriceSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+300200100005010015020025030035040045050055060ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C5 BB.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-20 Slide1- 8444-10 C5 BB Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Loading ................................................................................................................................................................... 6 Materials ..................................................................................................................................................................7 Support ................................................................................................................................................................... 8 Global Minimums ...................................................................................................................................................... 9 Method: gle/morgenstern-price ................................................................................................................... 9 Global Minimum Coordinates ................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Support Data ................................................................................................................................. 11 Method: gle/morgenstern-price ................................................................................................................. 11 Valid and Invalid Surfaces .......................................................................................................................................12 Method: gle/morgenstern-price ................................................................................................................. 12 Error Code Descriptions .............................................................................................................. 12 Slice Data ...............................................................................................................................................................13 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.72721 ..................................................... 13 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.72721 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB File Name:Slide1- 8444-10 C5 BB.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:04.375s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations:75 Check malpha < 0.2:Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS:1 Steffensen Iteration:Yes Eliminate vertical segments in non-circular search Yes 4/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]200 Friction Angle [deg]33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]100 Cohesion [psf]1400 Friction Angle [deg]30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]275 Friction Angle [deg]33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]150 Friction Angle [deg]26 Water Surface Water Table Hu Value 1 7/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 8/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Method: gle/morgenstern-price FS 1.727210 Axis Location: 119.306, 298.501 Left Slip Surface Endpoint: 97.149, 9.708 Right Slip Surface Endpoint:337.047, 107.500 Resisting Moment:2.2199e+08 lb-ft Driving Moment:1.28525e+08 lb-ft Resisting Horizontal Force:681180 lb Driving Horizontal Force:394381 lb Total Slice Area:10730.1 ft2 Surface Horizontal Width:239.897 ft Surface Average Height:44.7279 ft 9/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Method: gle/morgenstern-price X Y 97.1492 9.70776 107.995 4.45622 118.841 1.60574 124.265 1.26507 129.689 0.924397 140.536 1.11113 151.454 1.80985 162.505 3.53513 173.556 5.63008 184.714 7.83245 187 8.4 286.989 53.5951 293.798 60.9269 299.082 66.6175 305.188 73.1927 309.518 77.8556 314.724 83.4616 320.305 89.4711 325.885 95.4806 331.466 101.49 337.047 107.5 10/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 238.041, 94.129 55 Not Effective Not Effective Not Effective Not Effective 0 11/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Method: gle/morgenstern-price Number of Valid Surfaces:10330 Number of Invalid Surfaces:8678 Error Codes Error Code -105 reported for 2184 surfaces Error Code -106 reported for 3427 surfaces Error Code -108 reported for 691 surfaces Error Code -111 reported for 2342 surfaces Error Code -112 reported for 12 surfaces Error Code -1000 reported for 22 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -1000 = No valid slip surface is generated 12/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.72721 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 5.42305 1299.16 -25.8357 Bedrock 1400 30 1081.01 1867.14 809.106 0 809.106 285.693 285.693 2 5.42305 4728.5 -25.8357 Bedrock 1400 30 1388.59 2398.39 1729.26 0 1729.26 1056.92 1056.92 3 5.42311 7928.76 -14.7249 Bedrock 1400 30 1538.41 2657.15 2177.44 0 2177.44 1773.14 1773.14 4 5.42311 11003.4 -14.7249 Bedrock 1400 30 1814.92 3134.75 3004.69 0 3004.69 2527.71 2527.71 5 5.42353 13934.3 -3.59422 Bedrock 1400 30 1901.01 3283.44 3262.22 0 3262.22 3142.81 3142.81 6 5.42353 16341.3 -3.59422 Bedrock 1400 30 2107.26 3639.68 3879.23 0 3879.23 3746.87 3746.87 7 5.42352 18252.4 0.986238 Bedrock 1400 30 2192.92 3787.64 4135.52 0 4135.52 4173.27 4173.27 8 5.42352 20040.2 0.986238 Bedrock 1400 30 2347.6 4054.8 4598.25 0 4598.25 4638.66 4638.66 9 5.45939 22019.9 3.66151 Bedrock 1400 30 2443.04 4219.64 4883.76 0 4883.76 5040.1 5040.1 10 5.45939 23957.1 3.66151 Bedrock 1400 30 2597.74 4486.85 5346.59 0 5346.59 5512.82 5512.82 11 5.52533 26037.3 8.87368 Bedrock 1400 30 2600.36 4491.37 5354.41 0 5354.41 5760.39 5760.39 12 5.52533 27221.9 8.87368 Bedrock 1400 30 2686.75 4640.59 5612.87 0 5612.87 6032.34 6032.34 13 5.52542 28221.1 10.7344 Bedrock 1400 30 2705.56 4673.07 5669.14 0 5669.14 6182.04 6182.04 14 5.52542 29168.8 10.7344 Bedrock 1400 30 2766.79 4778.83 5852.31 0 5852.31 6376.82 6376.82 15 5.57911 30449.2 11.1653 Bedrock 1400 30 2813.57 4859.62 5992.24 0 5992.24 6547.57 6547.57 16 5.57911 31558.3 11.1653 Bedrock 1400 30 2875.68 4966.91 6178.07 0 6178.07 6745.66 6745.66 17 2.28592 13239 13.9436 Bedrock 1400 30 2826.58 4882.1 6031.19 0 6031.19 6732.98 6732.98 18 4.54496 26588.9 24.323 Along Bedding 500 18 1266.13 2186.87 5191.64 0 5191.64 5763.93 5763.93 19 4.54496 26721.2 24.323 Along Bedding 500 18 1259 2174.55 5153.74 0 5153.74 5722.81 5722.81 20 4.54496 26600.1 24.323 Along Bedding 500 18 1243.74 2148.2 5072.64 0 5072.64 5634.82 5634.82 21 4.54496 26460.9 24.323 Along Bedding 500 18 1228.54 2121.95 4991.87 0 4991.87 5547.17 5547.17 22 4.54496 26277.7 24.323 Along Bedding 500 18 1212.53 2094.29 4906.7 0 4906.7 5454.76 5454.76 23 4.54496 26496.9 24.323 Along Bedding 500 18 1211.08 2091.79 4899.02 0 4899.02 5446.42 5446.42 24 4.54496 26835.6 24.323 Along Bedding 500 18 1214.45 2097.61 4916.92 0 4916.92 5465.85 5465.85 25 4.54496 27479.9 24.323 Along Bedding 500 18 1229.09 2122.89 4994.75 0 4994.75 5550.3 5550.3 26 4.54496 28198.7 24.323 Along Bedding 500 18 1247.09 2153.98 5090.43 0 5090.43 5654.11 5654.11 27 4.54496 28917.7 24.323 Along Bedding 500 18 1265.94 2186.55 5190.68 0 5190.68 5762.88 5762.88 28 4.54496 29645.1 24.323 Along Bedding 500 18 1286.01 2221.21 5297.34 0 5297.34 5878.62 5878.62 29 4.54496 31782.9 24.323 Along Bedding 500 18 1355.86 2341.86 5668.67 0 5668.67 6281.52 6281.52 30 4.54496 34364.6 24.323 Along Bedding 500 18 1442.44 2491.39 6128.87 0 6128.87 6780.85 6780.85 31 4.54496 33979 24.323 Along Bedding 500 18 1427.41 2465.43 6048.97 0 6048.97 6694.16 6694.16 32 4.54496 33596.1 24.323 Along Bedding 500 18 1413.4 2441.24 5974.53 0 5974.53 6613.39 6613.39 33 4.54496 33213.3 24.323 Along Bedding 500 18 1400.29 2418.6 5904.86 0 5904.86 6537.79 6537.79 34 4.54496 32588 24.323 Along Bedding 500 18 1379.55 2382.77 5794.56 0 5794.56 6418.12 6418.12 35 4.54496 31655.4 24.323 Along Bedding 500 18 1348.72 2329.52 5630.68 0 5630.68 6240.3 6240.3 36 4.54496 30721.7 24.323 Along Bedding 500 18 1436.94 2481.9 6099.66 0 6099.66 6749.15 6749.15 37 4.54496 29788 24.323 Along Bedding 500 18 1450.36 2505.07 6170.95 0 6170.95 6826.51 6826.51 38 4.54496 28854.3 24.323 Along Bedding 500 18 1422.4 2456.79 6022.37 0 6022.37 6665.29 6665.29 13/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB 39 4.54496 27920.6 24.323 Along Bedding 500 18 1394.92 2409.32 5876.29 0 5876.29 6506.79 6506.79 40 6.80851 38630.8 47.1194 Bedrock 1400 30 2052.44 3544.99 3715.22 0 3715.22 5925.41 5925.41 41 5.28439 26542.4 47.1194 Bedrock 1400 30 1931.44 3336 3353.24 0 3353.24 5433.13 5433.13 42 6.10596 26924.2 47.1194 Bedrock 1400 30 1733.91 2994.83 2762.33 0 2762.33 4629.51 4629.51 43 1.67829 6696.97 47.1194 Bedrock 1400 30 1505.78 2600.8 2079.84 0 2079.84 3701.35 3701.35 44 2.65181 9887.69 47.1194 Terrace Deposits 200 33 975.643 1685.14 2286.91 0 2286.91 3337.54 3337.54 45 5.20586 16767.9 47.1194 Terrace Deposits 200 33 863.213 1490.95 1987.89 0 1987.89 2917.45 2917.45 46 5.58058 14085.6 47.1194 Terrace Deposits 200 33 715.773 1236.29 1595.75 0 1595.75 2366.54 2366.54 47 5.58059 10061.2 47.1194 Terrace Deposits 200 33 792.295 1368.46 1799.28 0 1799.28 2652.47 2652.47 48 5.58075 6036.94 47.1194 Terrace Deposits 200 33 621.475 1073.42 1344.95 0 1344.95 2014.19 2014.19 49 1.86624 1120.83 47.1194 Terrace Deposits 200 33 503.426 869.523 1030.98 0 1030.98 1573.1 1573.1 50 3.7145 891.48 47.1194 Fill 275 33 443.064 765.265 754.942 0 754.942 1232.06 1232.06 14/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.72721 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 97.1492 9.70776 0 0 0 2 102.572 7.08199 7986.91 250.172 1.79407 3 107.995 4.45622 20057.9 1253.37 3.57563 4 113.418 3.03098 31504.2 2940.53 5.33241 5 118.841 1.60574 45629.2 5645.11 7.05263 6 124.265 1.26507 57050.7 8755.87 8.7254 7 129.689 0.924397 69801 12735.9 10.3404 8 135.112 1.01776 81308.2 17117.3 11.8885 9 140.536 1.11113 93611.2 22235.1 13.3616 10 145.995 1.46049 105242 27731.2 14.7619 11 151.454 1.80985 117557 33870.8 16.0729 12 156.98 2.67249 127306 39661.6 17.3042 13 162.505 3.53513 137309 45770.4 18.4352 14 168.03 4.58261 146320 51707.7 19.4628 15 173.556 5.63008 155478 57773.4 20.3843 16 179.135 6.73127 164576 63853.8 21.2057 17 184.714 7.83245 173817 69930.2 21.916 18 187 8.4 176855 72082.2 22.1747 19 191.545 10.4543 171944 71690.4 22.6332 20 196.09 12.5086 167079 70979.3 23.017 21 200.635 14.563 162311 69989.4 23.326 22 205.18 16.6173 157640 68740.2 23.56 23 209.725 18.6716 153070 67254.4 23.7193 24 214.27 20.7259 148511 65511.3 23.8033 25 218.815 22.7803 143929 63517.9 23.8125 26 223.36 24.8346 139255 61263.9 23.7466 27 227.905 26.8889 134465 58762.9 23.6059 28 232.45 28.9432 129556 56037.2 23.3901 29 236.995 30.9975 124518 53110 23.0994 30 241.54 33.0519 119035 49876.3 22.7339 31 246.084 35.1062 113000 46330.3 22.2938 32 250.629 37.1605 107061 42775.9 21.779 33 255.174 39.2148 101211 39237.2 21.1902 34 259.719 41.2691 95445.2 35737.7 20.5275 35 264.264 43.3235 89811.3 32319.7 19.7919 36 268.809 45.3778 84373.9 29026.2 18.9842 37 273.354 47.4321 78374.1 25624.9 18.1055 38 277.899 49.4864 72288.8 22318.1 17.1573 39 282.444 51.5408 66381.6 19212.3 16.1416 40 286.989 53.5951 60649.7 16319.9 15.0607 41 293.798 60.9269 47384.4 11223.3 13.3253 42 299.082 66.6175 38509 8107.39 11.889 43 305.188 73.1927 30933.1 5532.98 10.1412 44 306.866 75 29701.4 5047.96 9.64565 45 309.518 77.8556 25758.1 4010.78 8.85042 46 314.724 83.4616 19107.7 2430.71 7.24972 47 320.305 89.4711 13512.5 1297.3 5.48401 48 325.885 95.4806 7121.2 457.835 3.67859 49 331.466 101.49 2506.79 80.7989 1.84612 50 333.332 103.5 1374.38 29.4996 1.2296 51 337.047 107.5 0 0 0 15/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Group 1 Shared Entities 16/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 240, 95.4048260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 17/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Thursday, June 30, 2022Slide1- 8444-10 C5 BB 1.1051.1052WW 1000.00 lbs/ft2 1000.00 lbs/ft21.1051.105 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.105GLE / Morgenstern‐Price40030020010000100200300400500600700ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C5 BB Seismic.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-21 1.1051.1052WW 1000.00 lbs/ft2 1000.00 lbs/ft21.1051.105 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.105GLE / Morgenstern‐PriceSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+40030020010000100200300400500600700ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisSeismic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C5 BB Seismic.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-22 Slide1- 8444-10 C5 BB Seismic Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Surface Options ........................................................................................................................................................5 Seismic Loading ........................................................................................................................................................6 Loading ................................................................................................................................................................... 7 Materials ..................................................................................................................................................................8 Support ................................................................................................................................................................... 9 Global Minimums .................................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Coordinates ................................................................................................................................... 11 Method: gle/morgenstern-price ................................................................................................................. 11 Global Minimum Support Data ................................................................................................................................. 12 Method: gle/morgenstern-price ................................................................................................................. 12 Valid and Invalid Surfaces .......................................................................................................................................13 Method: gle/morgenstern-price ................................................................................................................. 13 Error Code Descriptions .............................................................................................................. 13 Slice Data ...............................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.10482 ..................................................... 14 Interslice Data ........................................................................................................................................................16 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.10482 ..................................................... 16 Entity Information ...................................................................................................................................................17 Group 1 .................................................................................................................................................. 17 Shared Entities ...........................................................................................................................17 Scenario-based Entities ...............................................................................................................18 2/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic File Name:Slide1- 8444-10 C5 BB Seismic.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:04.718s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations:75 Check malpha < 0.2:Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS:1 Steffensen Iteration:Yes Eliminate vertical segments in non-circular search Yes 4/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]200 Friction Angle [deg]33 Water Surface None Ru Value 0 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]100 Cohesion [psf]1400 Friction Angle [deg]30 Water Surface Water Table Hu Value 1 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]275 Friction Angle [deg]33 Water Surface None Ru Value 0 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3]120 Cohesion [psf]150 Friction Angle [deg]26 Water Surface Water Table Hu Value 1 8/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 9/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Method: gle/morgenstern-price FS 1.104820 Axis Location:50.632, 384.716 Left Slip Surface Endpoint:0.149, -10.000 Right Slip Surface Endpoint:336.116, 107.500 Left Slope Intercept:0.149 0.000 Right Slope Intercept:336.116 107.500 Resisting Moment:3.71267e+08 lb-ft Driving Moment:3.36043e+08 lb-ft Resisting Horizontal Force:844357 lb Driving Horizontal Force:764248 lb Total Slice Area:14012.4 ft2 Surface Horizontal Width:335.966 ft Surface Average Height:41.7079 ft 10/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Method: gle/morgenstern-price X Y 0.149192 -10 8.88569 -15.4538 25.9899 -18.5115 43.0929 -20.2462 58.6008 -20.9376 74.7398 -20.6133 90.8211 -20.2073 106.205 -19.0226 121.589 -15.1808 137.943 -11.0231 154.297 -4.97808 170.651 1.15575 178.826 4.77787 187 8.4 287 53.6 297.768 65.2677 310.645 78.7685 320.091 88.3431 328.103 96.8734 336.116 107.5 11/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Method: gle/morgenstern-price Number of Supports: 2 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 10.157 Not Effective Not Effective Not Effective Not Effective 0 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 238.041, 94.129 55 Not Effective Not Effective Not Effective Not Effective 0 12/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Method: gle/morgenstern-price Number of Valid Surfaces:8663 Number of Invalid Surfaces:10345 Error Codes Error Code -105 reported for 2824 surfaces Error Code -106 reported for 6397 surfaces Error Code -108 reported for 42 surfaces Error Code -111 reported for 1014 surfaces Error Code -112 reported for 20 surfaces Error Code -1000 reported for 48 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -1000 = No valid slip surface is generated 13/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.10482 14/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 8.7365 8316.87 -31.9748 Qal 150 26 315.687 348.777 1201.71 794.156 407.556 1004.64 210.486 2 1.72507 2286.98 -10.1354 Qal 150 26 359.599 397.292 1480.96 973.937 507.021 1416.67 442.737 3 7.68957 11069.7 -10.1354 Bedrock 1400 30 1803.59 1992.64 2052.93 1026.45 1026.48 1730.51 704.061 4 7.68957 13143.9 -10.1354 Bedrock 1400 30 2031.99 2244.98 2575.78 1112.22 1463.56 2212.53 1100.31 5 5.701 11084.2 -5.79152 Bedrock 1400 30 2084.91 2303.45 2764.94 1200.12 1564.82 2553.47 1353.35 6 5.701 12135.8 -5.79152 Bedrock 1400 30 2228.98 2462.62 3108.48 1267.97 1840.51 2882.41 1614.44 7 5.701 13067.6 -5.79152 Bedrock 1400 30 2367.74 2615.93 3441.86 1335.81 2106.05 3201.7 1865.89 8 7.75398 18699.5 -2.55287 Bedrock 1400 30 2368.11 2616.33 3508.87 1402.12 2106.75 3403.28 2001.16 9 7.75398 19568.8 -2.55287 Bedrock 1400 30 2487.67 2748.43 3802.45 1466.89 2335.56 3691.54 2224.65 10 8.06945 21077.5 1.15126 Bedrock 1400 30 2434.32 2689.49 3750.15 1516.7 2233.45 3799.07 2282.37 11 8.06945 21597.8 1.15126 Bedrock 1400 30 2515.67 2779.36 3940.66 1551.54 2389.12 3991.22 2439.68 12 8.0407 22044.1 1.44598 Bedrock 1400 30 2577.43 2847.6 4092.35 1585.02 2507.33 4157.41 2572.39 13 8.0407 22821.6 1.44598 Bedrock 1400 30 2690.34 2972.34 4302.64 1579.27 2723.37 4370.55 2791.28 14 7.69207 22481.6 4.40362 Bedrock 1400 30 2631.35 2907.17 4164.95 1554.45 2610.5 4367.59 2813.14 15 7.69207 24404.5 4.40362 Bedrock 1400 30 2850.32 3149.09 4495.89 1466.36 3029.53 4715.39 3249.03 16 7.69207 27662.4 14.0216 Bedrock 1400 30 2676.21 2956.73 3967.22 1270.88 2696.34 4635.55 3364.67 17 7.69207 30840.6 14.0216 Bedrock 1400 30 2990.98 3304.49 4332.62 1033.94 3298.68 5079.55 4045.61 18 5.45129 23897.1 14.2642 Bedrock 1400 30 3254.2 3595.3 4633.13 830.753 3802.38 5460.45 4629.7 19 5.45129 25120.1 14.2642 Bedrock 1400 30 3443 3803.9 4824.98 661.307 4163.67 5700.3 5038.99 20 5.45129 26221.9 14.2642 Bedrock 1400 30 3619.88 3999.32 4994.02 491.862 4502.16 5914.31 5422.45 21 6.4394 32206.1 20.2863 Bedrock 1400 30 3418.43 3776.75 4409.75 293.106 4116.65 5673.34 5380.23 22 6.4394 33593.5 20.2863 Bedrock 1400 30 3586.27 3962.18 4535.53 97.6996 4437.83 5861.16 5763.46 23 3.475 18722.3 20.2863 Bedrock 1400 30 3685.28 4071.57 4627.29 0 4627.29 5989.52 5989.52 24 8.17698 45080.5 20.5594 Bedrock 1400 30 3684.46 4070.67 4625.74 0 4625.74 6007.66 6007.66 25 8.17698 45921.1 20.5594 Bedrock 1400 30 3675.27 4060.51 4608.13 0 4608.13 5986.6 5986.6 26 8.17446 46555.2 23.8983 Bedrock 1400 30 3455.49 3817.69 4187.56 0 4187.56 5718.7 5718.7 27 8.17446 47254.1 23.8983 Bedrock 1400 30 3437.49 3797.81 4153.12 0 4153.12 5676.29 5676.29 28 6.66667 39070.8 24.323 Along Bedding 500 18 1579.42 1744.98 3831.67 0 3831.67 4545.57 4545.57 29 6.66667 39079 24.323 Along Bedding 500 18 1566.74 1730.97 3788.52 0 3788.52 4496.69 4496.69 30 6.66667 38760.3 24.323 Along Bedding 500 18 1547.16 1709.33 3721.94 0 3721.94 4421.25 4421.25 31 6.66667 38702.2 24.323 Along Bedding 500 18 1538.47 1699.73 3692.4 0 3692.4 4387.79 4387.79 32 6.66667 39471.1 24.323 Along Bedding 500 18 1558.38 1721.73 3760.09 0 3760.09 4464.48 4464.48 33 6.66667 40906.7 24.323 Along Bedding 500 18 1602.71 1770.71 3910.84 0 3910.84 4635.27 4635.27 34 6.66667 42454.3 24.323 Along Bedding 500 18 1654.89 1828.36 4088.27 0 4088.27 4836.28 4836.28 35 6.66667 44343.6 24.323 Along Bedding 500 18 1722.58 1903.14 4318.42 0 4318.42 5097.03 5097.03 36 6.66667 50457.8 24.323 Along Bedding 500 18 1931.32 2133.76 5028.19 0 5028.19 5901.15 5901.15 37 6.66667 49597 24.323 Along Bedding 500 18 1923.34 2124.94 5001.04 0 5001.04 5870.39 5870.39 38 6.66667 48771.9 24.323 Along Bedding 500 18 1919.21 2120.38 4987.02 0 4987.02 5854.5 5854.5 39 6.66667 47297.8 24.323 Along Bedding 500 18 1895.91 2094.64 4907.78 0 4907.78 5764.73 5764.73 40 6.66667 45288.9 24.323 Along Bedding 500 18 1991.89 2200.68 5234.16 0 5234.16 6134.5 6134.5 41 6.66667 43280 24.323 Along Bedding 500 18 2065.11 2281.57 5483.11 0 5483.11 6416.54 6416.54 42 6.66667 41271.1 24.323 Along Bedding 500 18 2027.43 2239.95 5355.03 0 5355.03 6271.43 6271.43 43 5.3842 30950.1 47.2953 Bedrock 1400 30 2803.54 3097.41 2940.01 0 2940.01 5977.67 5977.67 44 5.3842 27809 47.2953 Bedrock 1400 30 2665.37 2944.75 2675.6 0 2675.6 5563.55 5563.55 45 9.28217 40717.3 46.3562 Bedrock 1400 30 2362.51 2610.15 2096.04 0 2096.04 4573.12 4573.12 46 3.59415 13204.5 46.3562 Terrace Deposits 200 33 1297.32 1433.31 1899.13 0 1899.13 3259.37 3259.37 47 9.44637 27142.3 45.3863 Terrace Deposits 200 33 1080.65 1193.93 1530.52 0 1530.52 2625.84 2625.84 48 8.01224 14318 46.7939 Terrace Deposits 200 33 1075.66 1188.41 1522.01 0 1522.01 2667.23 2667.23 49 4.99629 4384.71 52.9845 Terrace Deposits 200 33 709.574 783.952 899.207 0 899.207 1840.31 1840.31 50 3.01591 723.819 52.9845 Fill 275 33 548.316 605.79 509.372 0 509.372 1236.6 1236.6 15/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.10482 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 0.149192 -10 3120 0 0 2 8.88569 -15.4538 8749.77 460.149 3.0104 3 10.6108 -15.7622 9802.92 617.031 3.60165 4 18.3003 -17.1368 26219.3 2854.2 6.21268 5 25.9899 -18.5115 43599.8 6723.6 8.76662 6 31.6909 -19.0897 54430.2 10196.6 10.6104 7 37.3919 -19.6679 65901.1 14493.3 12.4033 8 43.0929 -20.2462 78123 19678.5 14.1382 9 50.8469 -20.5919 93023.6 27367.7 16.394 10 58.6008 -20.9376 108735 36422.7 18.5192 11 66.6703 -20.7754 122502 46001.5 20.582 12 74.7398 -20.6133 136763 56610.7 22.4863 13 82.7805 -20.4103 151146 67995.6 24.2214 14 90.8211 -20.2073 166200 80317.5 25.7925 15 98.5132 -19.615 178353 91432.6 27.1419 16 106.205 -19.0226 191514 103301 28.342 17 113.897 -17.1017 197563 111295 29.3943 18 121.589 -15.1808 204537 119527 30.3011 19 127.041 -13.7949 209882 125397 30.8568 20 132.492 -12.409 215684 131351 31.3413 21 137.943 -11.0231 221940 137369 31.7553 22 144.383 -8.64284 225405 141696 32.1546 23 150.822 -6.26258 229304 145845 32.4577 24 154.297 -4.97808 231486 147936 32.5815 25 162.474 -1.91117 236158 151980 32.7634 26 170.651 1.15575 240597 155011 32.7927 27 178.826 4.77787 242037 155203 32.6695 28 187 8.4 243281 154350 32.3931 29 193.667 11.4133 232496 145583 32.0537 30 200.333 14.4267 221755 136482 31.6108 31 207 17.44 211164 127197 31.0631 32 213.667 20.4533 200619 117746 30.4092 33 220.333 23.4667 189810 108038 29.6481 34 227 26.48 178483 98033.5 28.7782 35 233.667 29.4933 166583 87821 27.7978 36 240.333 32.5067 153968 77457.4 26.7058 37 247 35.52 139078 66340.5 25.5012 38 253.667 38.5333 124431 55879.4 24.1839 39 260.333 41.5467 110005 46137.4 22.7538 40 267 44.56 96031.6 37271 21.2118 41 273.667 47.5733 82216.5 29212 19.5604 42 280.333 50.5867 68641.5 22042.2 17.8029 43 287 53.6 55703.5 15913.8 15.944 44 292.384 59.4338 45909.5 11764.4 14.3729 45 297.768 65.2677 37699.2 8526.4 12.7441 46 307.051 75 29049.9 5025.77 9.81528 47 310.645 78.7685 23254.8 3535.81 8.6454 48 320.091 88.3431 12023.4 1156.73 5.49532 49 328.103 96.8734 4079.09 196.769 2.76172 50 333.1 103.5 569.504 10.3492 1.04108 51 336.116 107.5 0 0 0 16/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Group 1 Shared Entities 17/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 240, 95.4048260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 18/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic Type Coordinates (x,y)Master Scenario Water Table 0, 0 24, 0 80, 5 99, 5140, -5200, -12400, -20 Qal Bedrock Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 19/19 Thursday, June 30, 2022Slide1- 8444-10 C5 BB Seismic 2.1192.1192WW 1000.00 lbs/ft2 1000.00 lbs/ft22.1192.119Min FSMethod Name2.119GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface33200Mohr‐Coulomb120Terrace Deposits0None301400Mohr‐Coulomb100Bedrock1CustomWater Surface33275Mohr‐Coulomb120Fill1CustomWater Surface18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120Qal3002001000050100150200250300350400450500550600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Perched water in terrace depositsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C9.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-23 2.1192.1192WW 1000.00 lbs/ft2 1000.00 lbs/ft22.1192.119Min FSMethod Name2.119GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface33200Mohr‐Coulomb120Terrace Deposits0None301400Mohr‐Coulomb100Bedrock1CustomWater Surface33275Mohr‐Coulomb120Fill1CustomWater Surface18500Mohr‐Coulomb105Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalSafety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+3002001000050100150200250300350400450500550600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section C-C'AnalysisStatic - Perched water in terrace depositsDrawn ByKAD/RJMFile NameSlide1- 8444-10 C9.slmdDate6/23/2022, 12:31:48 AMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE EC-24 Slide1- 8444-10 C9 Slide2 - An Interactive Slope Stability Program Date Created: 6/23/2022, 12:31:48 AM Software Version: 9.023 Project Summary ......................................................................................................................................................3 Analysis Options .......................................................................................................................................................4 Groundwater Analysis ............................................................................................................................................... 5 Surface Options ........................................................................................................................................................6 Loading ................................................................................................................................................................... 7 Materials ..................................................................................................................................................................8 Support ................................................................................................................................................................... 9 Global Minimums .................................................................................................................................................... 10 Method: gle/morgenstern-price ................................................................................................................. 10 Global Minimum Coordinates ................................................................................................................................... 11 Method: gle/morgenstern-price ................................................................................................................. 11 Global Minimum Support Data ................................................................................................................................. 12 Method: gle/morgenstern-price ................................................................................................................. 12 Valid and Invalid Surfaces .......................................................................................................................................13 Method: gle/morgenstern-price ................................................................................................................. 13 Error Code Descriptions .............................................................................................................. 13 Slice Data ...............................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.11915 ..................................................... 14 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.11915 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/18 Friday, July 8, 2022Slide1- 8444-10 C9 File Name:Slide1- 8444-10 C9.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:05.173s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/23/2022, 12:31:48 AM 3/18 Friday, July 8, 2022Slide1- 8444-10 C9 Slices Type:Vertical Analysis Methods Used GLE/Morgenstern-Price with interslice force function (Half Sine) Number of slices: 50 Tolerance: 0.005 Maximum number of iterations: 75 Check malpha < 0.2: Yes Create Interslice boundaries at intersections with water tables and piezos:Yes Initial trial value of FS: 1 Steffensen Iteration: Yes Eliminate vertical segments in non-circular search Yes 4/18 Friday, July 8, 2022Slide1- 8444-10 C9 Groundwater Method:Water Surfaces Pore Fluid Unit Weight [lbs/ft3]:62.4 Use negative pore pressure cutoff:Yes Maximum negative pore pressure [psf]:0 Advanced Groundwater Method:None 5/18 Friday, July 8, 2022Slide1- 8444-10 C9 Search Method:Auto Refine Search Divisions along slope:20 Circles per division:10 Number of iterations:10 Divisions to use in next iteration:50% Number of vertices per surface:12 Minimum Elevation:Not Defined Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 6/18 Friday, July 8, 2022Slide1- 8444-10 C9 2 Distributed Loads present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary Distributed Load 2 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/18 Friday, July 8, 2022Slide1- 8444-10 C9 Terrace Deposits Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]200 Friction Angle [deg] 33 Water Surface Water Table Hu Value 1 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 100 Cohesion [psf]1400 Friction Angle [deg] 30 Water Surface None Ru Value 0 Fill Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]275 Friction Angle [deg] 33 Water Surface Water Table Hu Value 1 Qal Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 120 Cohesion [psf]150 Friction Angle [deg] 26 Water Surface Water Table Hu Value 1 8/18 Friday, July 8, 2022Slide1- 8444-10 C9 Ret Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Tangent to Slip Surface Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caissons Color Type Pile/Micro Pile Force Application Active (Method A) Force Orientation Parallel to surface Out-Of-Plane Spacing 6 ft Failure Mode EFW Constant Pressure 1500 psf Fluid Unit Weight 1500 lbs/ft3 Location of Force Slip Surface Intersection Point 9/18 Friday, July 8, 2022Slide1- 8444-10 C9 Method: gle/morgenstern-price FS 2.119150 Axis Location: 100.085, 269.072 Left Slip Surface Endpoint: 93.121, 9.072 Right Slip Surface Endpoint: 303.907, 107.500 Resisting Moment: 2.29769e+08 lb-ft Driving Moment: 1.08425e+08 lb-ft Resisting Horizontal Force: 754026 lb Driving Horizontal Force: 355816 lb Total Slice Area: 8978.95 ft2 Surface Horizontal Width: 210.786 ft Surface Average Height: 42.5975 ft 10/18 Friday, July 8, 2022Slide1- 8444-10 C9 Method: gle/morgenstern-price X Y 93.1208 9.07171 98.2129 5.77006 104.396 2.78213 110.58 1.15496 120.546 0.289336 131.865 0.83664 143.066 2.38747 149.851 3.58125 156.635 5.1234 164.243 6.8975 171.851 8.75838 178.821 10.7512 184.351 12.6914 190.924 14.92 197.499 17.3213 206.014 20.4942 214.529 23.8918 223.044 27.3414 230.963 30.6821 237.447 34.0587 244.33 38.4859 251.214 43.5139 258.897 48.9269 267.558 54.7299 276.22 61.2482 281.197 66.3352 286.153 73.1641 292.135 82.6157 295.078 88.0594 298.021 94.538 300.964 101.024 303.907 107.5 11/18 Friday, July 8, 2022Slide1- 8444-10 C9 Method: gle/morgenstern-price Number of Supports: 2 Caissons Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft) L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 239.722, 94.55 55 Not Effective Not Effective Not Effective Not Effective 0 Ret Wall Support Type: Retaining Wall (EFP) Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 240.019, 103.46 14 Not Effective Not Effective Not Effective Not Effective 0 12/18 Friday, July 8, 2022Slide1- 8444-10 C9 Method: gle/morgenstern-price Number of Valid Surfaces:7424 Number of Invalid Surfaces:11587 Error Codes Error Code -105 reported for 1689 surfaces Error Code -106 reported for 5599 surfaces Error Code -108 reported for 512 surfaces Error Code -110 reported for 914 surfaces Error Code -111 reported for 2839 surfaces Error Code -112 reported for 5 surfaces Error Code -1000 reported for 29 surfaces Error Code Descriptions The following errors were encountered during the computation: -105 = More than two surface / slope intersections with no valid slip surface. -106 = Average slice width is less than 0.0001 * (maximum horizontal extent of soil region). This limitation is imposed to avoid numerical errors which may result from too many slices, or too small a slip region. -108 = Total driving moment or total driving force < 0.1. This is to limit the calculation of extremely high safety factors if the driving force is very small (0.1 is an arbitrary number). -110 = The water table or a piezoline does not span the slip region for a given slip surface, when Water Surfaces is specified as the method of pore pressure calculation. If this error occurs, check that the water table or piezoline(s) span the appropriate soil cells. -111 = Safety factor equation did not converge -112 = The coefficient M-Alpha = cos(alpha)(1+tan(alpha)tan(phi)/F) < 0.2 for the final iteration of the safety factor calculation. This screens out some slip surfaces which may not be valid in the context of the analysis, in particular, deep seated slip surfaces with many high negative base angle slices in the passive zone. -1000 = No valid slip surface is generated 13/18 Friday, July 8, 2022Slide1- 8444-10 C9 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.11915 Slice Number Width [ft]Weight [lbs] Angle of Slice Base [deg] Base Material Base Cohesion [psf] Base Friction Angle [deg] Shear Stress [psf] Shear Strength [psf] Base Normal Stress [psf] Pore Pressure [psf] Effective Normal Stress [psf] Base Vertical Stress [psf] Effective Vertical Stress [psf] 1 5.09201 1045.3 -32.9593 Bedrock 1400 30 890.44 1886.98 843.469 0 843.469 266.109 266.109 2 6.18338 4574.39 -25.7908 Bedrock 1400 30 1063.98 2254.74 1480.45 0 1480.45 966.309 966.309 3 6.18361 8715.39 -14.7427 Bedrock 1400 30 1245.28 2638.94 2145.91 0 2145.91 1818.22 1818.22 4 4.98323 9563.29 -4.9639 Bedrock 1400 30 1358.5 2878.86 2561.44 0 2561.44 2443.45 2443.45 5 4.98323 11813.5 -4.9639 Bedrock 1400 30 1530.99 3244.39 3194.57 0 3194.57 3061.6 3061.6 6 5.65913 15955.1 2.76843 Bedrock 1400 30 1605.74 3402.81 3468.97 0 3468.97 3546.62 3546.62 7 5.65913 18008.5 2.76843 Bedrock 1400 30 1739.49 3686.24 3959.89 0 3959.89 4044 4044 8 5.60082 19499.9 7.88229 Bedrock 1400 30 1771.84 3754.79 4078.62 0 4078.62 4323.93 4323.93 9 5.60082 21045.3 7.88229 Bedrock 1400 30 1864.24 3950.6 4417.78 0 4417.78 4675.88 4675.88 10 3.39217 13569.2 9.97971 Bedrock 1400 30 1904.13 4035.13 4564.17 0 4564.17 4899.22 4899.22 11 3.39217 14188.6 9.97971 Bedrock 1400 30 1958.7 4150.78 4764.5 0 4764.5 5109.15 5109.15 12 3.39218 14778.5 12.8063 Bedrock 1400 30 1954 4140.81 4747.22 0 4747.22 5191.38 5191.38 13 3.39218 15310.2 12.8063 Bedrock 1400 30 1995.54 4228.85 4899.72 0 4899.72 5353.33 5353.33 14 3.80404 17575.2 13.126 Bedrock 1400 30 2016.23 4272.69 4975.64 0 4975.64 5445.79 5445.79 15 3.80404 17961.3 13.126 Bedrock 1400 30 2040.56 4324.26 5064.96 0 5064.96 5540.79 5540.79 16 3.80404 18339.2 13.7443 Bedrock 1400 30 2049.29 4342.75 5096.99 0 5096.99 5598.23 5598.23 17 3.80404 18708.8 13.7443 Bedrock 1400 30 2069.22 4384.99 5170.15 0 5170.15 5676.26 5676.26 18 3.48481 17438.3 15.9566 Bedrock 1400 30 2035.13 4312.74 5045 0 5045 5626.9 5626.9 19 3.48481 17738.2 15.9566 Bedrock 1400 30 2048.91 4341.95 5095.6 0 5095.6 5681.44 5681.44 20 5.52987 28720.7 19.3336 Bedrock 1400 30 1987.79 4212.42 4871.25 0 4871.25 5568.67 5568.67 21 6.57397 34983.5 18.7271 Bedrock 1400 30 2014.1 4268.18 4967.83 0 4967.83 5650.62 5650.62 22 3.28706 17816.4 20.066 Bedrock 1400 30 1992.68 4222.78 4889.21 0 4889.21 5617.08 5617.08 23 3.28706 17874.1 20.066 Bedrock 1400 30 1986.25 4209.16 4865.61 0 4865.61 5591.13 5591.13 24 4.25752 23175.5 20.4366 Bedrock 1400 30 1967.12 4168.63 4795.41 0 4795.41 5528.41 5528.41 25 4.25752 23197.3 20.4366 Bedrock 1400 30 1954.13 4141.1 4747.72 0 4747.72 5475.87 5475.87 26 4.25747 23165 21.7526 Bedrock 1400 30 1910.39 4048.41 4587.19 0 4587.19 5349.46 5349.46 27 4.25747 23500.2 21.7526 Bedrock 1400 30 1914.64 4057.4 4602.76 0 4602.76 5366.73 5366.73 28 4.25747 23890.9 22.0539 Bedrock 1400 30 1915.79 4059.84 4606.99 0 4606.99 5383.12 5383.12 29 4.25747 24545.5 22.0539 Bedrock 1400 30 1937.7 4106.28 4687.41 0 4687.41 5472.41 5472.41 30 3.95972 23458.2 22.8717 Bedrock 1400 30 1944.8 4121.32 4713.47 0 4713.47 5533.85 5533.85 31 3.95972 24051.1 22.8717 Bedrock 1400 30 1967.62 4169.68 4797.23 0 4797.23 5627.24 5627.24 32 6.48356 40463.5 27.5106 Bedrock 1400 30 1899.98 4026.35 4548.97 0 4548.97 5538.49 5538.49 33 3.44183 22730.2 32.7467 Bedrock 1400 30 1868.03 3958.63 4431.67 0 4431.67 5633.07 5633.07 34 3.44183 24791.9 32.7467 Bedrock 1400 30 1989.38 4215.79 4877.08 0 4877.08 6156.53 6156.53 35 6.88373 48006.7 36.1453 Bedrock 1400 30 1879.23 3982.38 4472.83 0 4472.83 5845.47 5845.47 36 3.84151 25854.1 35.1662 Bedrock 1400 30 1856.72 3934.66 4390.15 0 4390.15 5698.28 5698.28 37 3.84151 25208 35.1662 Bedrock 1400 30 1828.75 3875.39 4287.49 0 4287.49 5575.92 5575.92 38 4.33069 27536.7 33.8213 Bedrock 1400 30 1817.02 3850.53 4244.44 0 4244.44 5461.81 5461.81 39 4.33069 26296.3 33.8213 Bedrock 1400 30 1764.41 3739.05 4051.36 0 4051.36 5233.48 5233.48 40 8.66143 48513.5 36.9638 Bedrock 1400 30 1782.11 3776.56 4116.32 0 4116.32 5457.47 5457.47 41 4.97687 24988 45.627 Bedrock 1400 30 1614.37 3421.1 3500.64 0 3500.64 5150.74 5150.74 42 4.95682 21934.1 54.0259 Bedrock 1400 30 1399.85 2966.5 2713.26 0 2713.26 4641.83 4641.83 43 1.16194 4638.22 57.6698 Bedrock 1400 30 1284.35 2721.72 2289.29 0 2289.29 4318.56 4318.56 44 4.82003 16595.7 57.6698 Terrace Deposits 200 33 737.862 1563.64 2611.01 511.188 2099.83 3776.84 3265.65 45 2.37009 6453.89 61.6052 Terrace Deposits 200 33 674.473 1429.31 2029.76 136.788 1892.97 3277.44 3140.65 46 0.572707 1372.46 61.6052 Terrace Deposits 200 33 656.726 1391.7 1835.07 0 1835.07 3049.92 3049.92 47 2.94282 5721.3 65.5706 Terrace Deposits 200 33 546.51 1158.14 1475.4 0 1475.4 2678.53 2678.53 48 2.94282 3432.2 65.5943 Terrace Deposits 200 33 431.214 913.808 1099.17 0 1099.17 2049.52 2049.52 49 1.12522 707.287 65.563 Terrace Deposits 200 33 346.813 734.948 823.746 0 823.746 1586.98 1586.98 50 1.8176 436.224 65.563 Fill 275 33 212.104 449.481 268.678 0 268.678 735.457 735.457 14/18 Friday, July 8, 2022Slide1- 8444-10 C9 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.11915 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 93.1208 9.07171 0 0 0 2 98.2129 5.77006 7318.96 309.727 2.42322 3 104.396 2.78213 18321.5 1710.42 5.33344 4 110.58 1.15496 29513.6 4238.25 8.17199 5 115.563 0.722148 37391.9 6851.29 10.3831 6 120.546 0.289336 46403.8 10294.4 12.5081 7 126.205 0.562988 54541.6 14410.1 14.7996 8 131.865 0.83664 63301.9 19287.1 16.9452 9 137.465 1.61205 70063.1 24004.7 18.9123 10 143.066 2.38747 77078.7 29148.1 20.7146 11 146.458 2.98436 80813.5 32198 21.7235 12 149.851 3.58125 84613.9 35340.5 22.6687 13 153.243 4.35233 87581.7 38172 23.5497 14 156.635 5.1234 90572.9 41021.2 24.3662 15 160.439 6.01045 93829.1 44162 25.2047 16 164.243 6.8975 97098.6 47278.1 25.9618 17 168.047 7.82794 100152 50234.8 26.6377 18 171.851 8.75838 103213 53118.8 27.2327 19 175.336 9.75478 105278 55289.2 27.7073 20 178.821 10.7512 107341 57349.7 28.1145 21 184.351 12.6914 108882 59423.1 28.6238 22 190.924 14.92 111051 61586.7 29.0119 23 194.212 16.1207 111731 62234 29.1177 24 197.499 17.3213 112417 62738.3 29.1653 25 201.756 18.9078 113185 63100.1 29.1395 26 206.014 20.4942 113972 63216.5 29.0157 27 210.271 22.193 114313 62826.6 28.7933 28 214.529 23.8918 114646 62175.1 28.472 29 218.786 25.6166 114856 61202.7 28.0516 30 223.044 27.3414 115021 59955.8 27.5312 31 227.003 29.0117 114849 58410.1 26.9571 32 230.963 30.6821 114627 56641.2 26.2956 33 237.447 34.0587 111585 52086.8 25.0227 34 240.888 36.2723 108205 48744.7 24.2508 35 244.33 38.4859 104256 45142.5 23.4125 36 251.214 43.5139 94702.7 37374.3 21.5366 37 255.055 46.2204 89953.4 33410.1 20.3758 38 258.897 48.9269 85374.4 29622.1 19.1351 39 263.228 51.8284 80928.2 25738.8 17.643 40 267.558 54.7299 76814.4 22107 16.0557 41 276.22 61.2482 65418.7 14643.3 12.6171 42 281.197 66.3352 55645.4 10312.9 10.4996 43 286.153 73.1641 44055.5 6430.65 8.30464 44 287.315 75 41345 5648.4 7.77938 45 292.135 82.6157 25016.9 2437.16 5.56423 46 294.505 87 17716.3 1380.99 4.45721 47 295.078 88.0594 16148.3 1182.54 4.18829 48 298.021 94.538 8198.06 400.872 2.79944 49 300.964 101.024 2338.18 57.2215 1.4019 50 302.089 103.5 688.59 10.4103 0.866148 51 303.907 107.5 0 0 0 15/18 Friday, July 8, 2022Slide1- 8444-10 C9 Group 1 Shared Entities 16/18 Friday, July 8, 2022Slide1- 8444-10 C9 Type Coordinates (x,y) External Boundary 400, 107.5 370, 107.5 350, 107.5 310, 107.5270, 107.5260, 107.5242, 103.5 240, 103.5 240, 95.4048 240, 95.38 232, 90 217, 80 207, 75 206, 75 193, 70 175, 60 155, 50141, 40125, 30113, 2099, 10 80, 7 40, 3 30, 1 25, -2 15, -8 8, -10 0, -10 0, -15 0, -20 0, -250, -280, -50400, -50400, 75 400, 75.431 400, 103.5 Material Boundary 207, 75 400, 75 Material Boundary 232, 90244, 90260, 103.5400, 103.5 Material Boundary 0, -25 8, -18 15, -12 25, -5 30, 1 Scenario-based Entities 17/18 Friday, July 8, 2022Slide1- 8444-10 C9 Type Coordinates (x,y)Master Scenario Water Table 207, 75 260, 87 400, 87 Qal Along Bedding Fill Terrace Deposits Assigned to: Distributed Load 303, 107.5 270, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No Distributed Load 390.193, 107.5 370, 107.5 350, 107.5 320.05, 107.5 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Friday, July 8, 2022Slide1- 8444-10 C9