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PA2022-042_20220707_ Slope Stability Report Vol II
RESPONSE TO CITY REQUEST SLOPE STABILITY ANALYSIS Proposed Residential Construction Tract 4224, Lot 78 1424 Galaxy Drive Newport Beach, California VOLUME II (Appendices D, E - Cross Section A-A’ 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 D SURFICIAL SLOPE STABILITY ANALYSIS June 2022 File No: 8444-10 Page D-1 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150 Newport Beach, CA 92660 APPENDIX D SURFICIAL SLOPE STABILITY ANALYSES (1424 Galaxy Drive) Engineering and slope stability analyses were performed to assess the surficial stability of the existing slope at the site. Our geologic observations and interpretations are indicated on the attached figures. Cross sections considered representative of the existing slope geometry and subsurface geology were considered in the analysis. The strength parameters utilized in our analyses are listed in Appendix E. Shear strength parameters are based on the results of experience with the soil and bedrock on similar sites, direct shear tests from this and lots in the vicinity and engineering judgement. Strength parameters utilized are considered reasonable and within an appropriate range for the materials encountered. Surficial stability of the existing natural slope will be dependent on various factors such as slope gradient, soil strength, water conditions, vegetation, and slope maintenance. Localized surficial slumps are possible as conditions vary; however, factors of safety are generally expected to be above 1.3 as indicated by our analysis. 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. Surficial stability of the existing natural slope will be dependent on various factors such as soil and bedrock strength, water conditions, vegetation, and slope maintenance. For our analysis of surficial slope stability we have assumed saturation of the surface soils to a hypothetical depth of 4 feet. Our analysis, as shown, indicates that the existing slope, which is at estimated overall inclinations of approximately 1.5:1 within the terrace deposits, will exhibit factors of safety in excess of 1.3 with regard to static surficial stability assuming moderate strengths based on the strength data in Table E-3. For the saturated surficial stability, FS = 1.32 was computed for the existing natural slope. Raveling and erosion may also result in deposits of slopewash along the lower portions of the slope periodically. The bedrock is generally resistant to surficial erosion but may experience raveling, weathering and block failures along fractures and adverse bedding similar to past failures on the natural bluff. The rear slope may be subject to weathering and surficial erosion, the effects of which will be mitigated through the existing caisson and tie-back wall foundation embedment and setbacks. No slope modifications are planned that would be expected to reduce these safety factors. Surficial slope stability analyses results are included in the attached Figure D-1. Data:Terrace Deposits C = Cohesion =psf φ = Friction Angle = degrees γ = Dry Density = pcf β = Slope Angle =degrees Ds = Depth of Saturation =feet γb = Buoyant Density = pcf Soil Type: Reference: US Geological Survey, Professional Paper 851, Campbell, 1975 D-1 Brown Silty CLAY 234.9 1.32 Static Factor of Safety = Static Factor of Safety = Static Factor of Safety = SURFICIAL SLOPE STABILITY C + (γb) x Ds x cos2 β x tan φ 200 33 125 35 4 62.6 309.1 γ x Ds x sin β x cos β File No.:8444-10 Date:Figure No.:June - 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. 1.9311.931WW 1000.00 lbs/ft21.9311.931RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.931GLE / 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+3002001000-300-200-1000100200300400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Global StabilityDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-1 1.9311.931120150084000WW 1000.00 lbs/ft21.9311.931120150084000PressureSafety 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+200150100500-50-100-50050100150200250300350ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Global StabilityDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-2 1.9311.931WW 1000.00 lbs/ft21.9311.931RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.931GLE / 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+3002001000-300-200-1000100200300400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Global StabilityDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-3 Slide1 A-A 8444 A1 A Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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 Support Data ................................................................................................................................. 10 Method: gle/morgenstern-price ................................................................................................................. 10 Valid and Invalid Surfaces .......................................................................................................................................11 Method: gle/morgenstern-price ................................................................................................................. 11 Error Code Descriptions .............................................................................................................. 11 Slice Data ...............................................................................................................................................................12 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.93089 ..................................................... 12 Interslice Data ........................................................................................................................................................13 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.93089 ..................................................... 13 Entity Information ...................................................................................................................................................14 Group 1 .................................................................................................................................................. 14 Shared Entities ...........................................................................................................................14 Scenario-based Entities ...............................................................................................................15 2/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A File Name:Slide1 A-A 8444 A1 A.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:00.951s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 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 4/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 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 5/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 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 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 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 7/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 8/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Method: gle/morgenstern-price FS 1.930890 Center: 44.742, 197.107 Radius: 211.959 Left Slip Surface Endpoint: -14.559, -6.388 Right Slip Surface Endpoint: 236.829, 107.500 Left Slope Intercept: -14.559 0.000 Right Slope Intercept: 236.829 107.500 Resisting Moment: 1.98019e+08 lb-ft Driving Moment: 1.02553e+08 lb-ft Resisting Horizontal Force: 798109 lb Driving Horizontal Force: 413336 lb Total Slice Area: 10442.5 ft2 Surface Horizontal Width: 251.387 ft Surface Average Height: 41.5396 ft 9/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 55 Not Effective Not Effective Not Effective Not Effective 0 10/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Method: gle/morgenstern-price Number of Valid Surfaces:4969 Number of Invalid Surfaces:4292 Error Codes Error Code -102 reported for 1 surface Error Code -106 reported for 173 surfaces Error Code -107 reported for 146 surfaces Error Code -108 reported for 165 surfaces Error Code -111 reported for 2186 surfaces Error Code -112 reported for 4 surfaces Error Code -1000 reported for 1617 surfaces Error Code Descriptions The following errors were encountered during the computation: -102 = Two surface / slope intersections, but resulting arc is actually outside soil region. -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 11/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.93089 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 4.13149 2079.7 -15.6667 Qal 150 26 105.091 202.919 543.249 434.748 108.501 513.775 79.0271 2 4.13149 2923.3 -14.51 Qal 150 26 147.569 284.94 780.929 504.261 276.668 742.737 238.476 3 5.19713 4566.47 -13.2116 Bedrock 1400 30 922.405 1781.06 1235.71 575.688 660.02 1019.16 443.475 4 5.19713 5275.89 -11.7725 Bedrock 1400 30 964.798 1862.92 1449.35 647.548 801.798 1248.27 600.724 5 5.19713 5976.22 -10.3409 Bedrock 1400 30 1008.39 1947.08 1658.5 710.93 947.573 1474.5 763.574 6 5.19713 7077.81 -8.91585 Bedrock 1400 30 1052.59 2032.45 1946.21 850.786 1095.42 1781.08 930.292 7 5.19713 8208.99 -7.4963 Bedrock 1400 30 1098.37 2120.82 2236.14 987.644 1248.5 2091.61 1103.97 8 5.19713 9272.18 -6.08137 Bedrock 1400 30 1139.85 2200.93 2503.59 1116.34 1387.25 2382.15 1265.81 9 5.19713 10214.5 -4.67016 Bedrock 1400 30 1190.52 2298.77 2740.79 1184.07 1556.72 2643.54 1459.47 10 5.19713 11094.7 -3.26179 Bedrock 1400 30 1255.38 2424 2959.7 1186.08 1773.62 2888.16 1702.08 11 5.19713 11671.2 -1.85538 Bedrock 1400 30 1298.72 2507.68 3098.65 1180.09 1918.56 3056.57 1876.48 12 5.19713 12130.7 -0.450097 Bedrock 1400 30 1332.49 2572.89 3197.63 1166.13 2031.5 3187.16 2021.03 13 5.19713 12524 0.954918 Bedrock 1400 30 1359.92 2625.85 3267.47 1144.23 2123.24 3290.13 2145.9 14 5.19713 12929 2.36051 Bedrock 1400 30 1386.03 2676.27 3324.92 1114.36 2210.56 3382.05 2267.69 15 5.19713 13599.2 3.76752 Bedrock 1400 30 1431.03 2763.17 3424.96 1063.89 2361.07 3519.19 2455.3 16 5.19713 14519 5.17682 Bedrock 1400 30 1495.92 2888.45 3563.31 985.229 2578.08 3698.83 2713.61 17 5.19713 16150.4 6.58926 Bedrock 1400 30 1601.4 3092.13 3829.38 898.512 2930.87 4014.36 3115.85 18 5.19713 17699.3 8.00574 Bedrock 1400 30 1697.83 3278.33 4057.05 803.681 3253.37 4295.83 3492.15 19 5.19713 18912.6 9.42717 Bedrock 1400 30 1770.58 3418.79 4197.31 700.658 3496.65 4491.29 3790.63 20 5.19713 20471.1 10.8545 Bedrock 1400 30 1860.06 3591.57 4385.25 589.348 3795.9 4741.91 4152.56 21 5.19713 22464 12.2886 Bedrock 1400 30 1970.39 3804.6 4634.54 469.641 4164.9 5063.74 4594.1 22 5.19713 24386.4 13.7307 Bedrock 1400 30 2072.52 4001.8 4847.85 341.405 4506.45 5354.25 5012.85 23 5.19713 26236.5 15.1816 Bedrock 1400 30 2167.02 4184.27 5026.98 204.49 4822.49 5615 5410.51 24 5.19713 28012.8 16.6427 Bedrock 1400 30 2254.4 4352.99 5174.03 59.2936 5114.74 5847.93 5788.63 25 5.01919 28923.1 18.0895 Bedrock 1400 30 2318.6 4476.97 5329.47 0 5329.47 6086.83 6086.83 26 5.01919 31144.4 19.5229 Bedrock 1400 30 2379.3 4594.17 5532.48 0 5532.48 6376.11 6376.11 27 5.01919 32580 20.9692 Bedrock 1400 30 2395.76 4625.94 5587.49 0 5587.49 6505.66 6505.66 28 5.01919 33273.5 22.4297 Bedrock 1400 30 2373.42 4582.81 5512.79 0 5512.79 6492.48 6492.48 29 5.01919 33573.2 23.9057 Bedrock 1400 30 2332.31 4503.44 5375.32 0 5375.32 6409.13 6409.13 30 5.01919 34275.5 25.3987 Bedrock 1400 30 2312.44 4465.06 5308.84 0 5308.84 6406.8 6406.8 31 5.01919 35124.9 26.9105 Bedrock 1400 30 2300.93 4442.85 5270.37 0 5270.37 6438.23 6438.23 32 5.01919 35752.6 28.4428 Bedrock 1400 30 2280.63 4403.64 5202.46 0 5202.46 6437.79 6437.79 33 5.01919 36254.7 29.9976 Bedrock 1400 30 2256.72 4357.48 5122.51 0 5122.51 6425.3 6425.3 34 5.01919 36664.9 31.5773 Bedrock 1400 30 2231.17 4308.15 5037.06 0 5037.06 6408.46 6408.46 35 5.01919 36930.1 33.1842 Bedrock 1400 30 2201.93 4251.68 4939.25 0 4939.25 6379.28 6379.28 36 5.01919 36485.9 34.8212 Bedrock 1400 30 2144.83 4141.43 4748.3 0 4748.3 6240.17 6240.17 37 5.01919 35751 36.4914 Bedrock 1400 30 2078.91 4014.15 4527.83 0 4527.83 6065.66 6065.66 38 5.01919 34901 38.1985 Bedrock 1400 30 2011.82 3884.61 4303.48 0 4303.48 5886.54 5886.54 39 5.01919 37070.7 39.9466 Bedrock 1400 30 2073.7 4004.09 4510.41 0 4510.41 6247.16 6247.16 40 5.01919 35538.7 41.7407 Bedrock 1400 30 1985.01 3832.83 4213.8 0 4213.8 5984.91 5984.91 41 5.01919 34048.4 43.5865 Bedrock 1400 30 1901.62 3671.82 3934.91 0 3934.91 5744.95 5744.95 42 5.01919 32186 45.4909 Bedrock 1400 30 1806.48 3488.12 3616.73 0 3616.73 5454.44 5454.44 43 5.01919 29504.2 47.4621 Bedrock 1400 30 1681.66 3247.1 3199.26 0 3199.26 5032.03 5032.03 44 5.01919 26628.4 49.5104 Bedrock 1400 30 1703.12 3288.53 3271.04 0 3271.04 5265.86 5265.86 45 5.01919 23533.5 51.6486 Bedrock 1400 30 1612.4 3113.37 2967.64 0 2967.64 5005.53 5005.53 46 5.01919 20186.9 53.8932 Bedrock 1400 30 1468.19 2834.92 2485.36 0 2485.36 4498.26 4498.26 47 5.01919 16546.1 56.2661 Bedrock 1400 30 1312.17 2533.65 1963.53 0 1963.53 3928.52 3928.52 48 5.3638 12791 58.8911 Terrace Deposits 200 33 733.677 1416.65 1873.49 0 1873.49 3089.29 3089.29 49 5.3638 6706.93 61.8302 Terrace Deposits 200 33 505.949 976.931 1196.37 0 1196.37 2141.15 2141.15 50 2.61875 850.362 64.1786 Fill 275 33 342.736 661.785 595.597 0 595.597 1303.91 1303.91 12/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.93089 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 -14.5588 -6.3878 1273.09 0 0 2 -10.4273 -7.54653 1504.33 43.0966 1.64098 3 -6.29586 -8.61577 3295.96 188.596 3.27491 4 -1.09873 -9.83586 9896.3 919.726 5.30961 5 4.0984 -10.919 16630.9 2133.08 7.30886 6 9.29553 -11.8673 23461.1 3825.18 9.26022 7 14.4927 -12.6826 30511.7 6015.05 11.1522 8 19.6898 -13.3665 37742.2 8695.93 12.9747 9 24.8869 -13.9202 45045 11833.1 14.7188 10 30.084 -14.3448 52389.2 15396.2 16.3771 11 35.2812 -14.6409 59782.4 19359.1 17.9433 12 40.4783 -14.8093 67045.5 23627.3 19.4128 13 45.6754 -14.8501 74092.9 28118.3 20.7818 14 50.8725 -14.7635 80869 32751.5 22.0477 15 56.0697 -14.5493 87351.4 37454.6 23.2087 16 61.2668 -14.207 93607.6 42194.5 24.2639 17 66.4639 -13.7362 99695 46940 25.2127 18 71.6611 -13.1358 105709 51683.9 26.0552 19 76.8582 -12.4049 111557 56331.3 26.7917 20 82.0553 -11.542 117126 60771.6 27.4228 21 87.2524 -10.5455 122411 64947.7 27.9491 22 92.4496 -9.41338 127392 68797.8 28.3712 23 97.6467 -8.14351 131994 72233.2 28.6895 24 102.844 -6.73327 136154 75175.3 28.9046 25 108.041 -5.17972 139818 77556.7 29.017 26 113.06 -3.54022 142704 79193.8 29.0282 27 118.079 -1.76057 144786 80070 28.9436 28 123.098 0.163023 146048 80168.7 28.7633 29 128.118 2.23482 146525 79512.9 28.4868 30 133.137 4.45961 146259 78140.1 28.1137 31 138.156 6.84276 145199 76049.9 27.6439 32 143.175 9.39029 143308 73259.6 27.0763 33 148.194 12.109 140597 69825.5 26.4106 34 153.214 15.0066 137068 65808 25.6462 35 158.233 18.0916 132713 61274 24.7829 36 163.252 21.3741 127539 56305.3 23.8203 37 168.271 24.8653 121714 51060.7 22.7587 38 173.29 28.5781 115325 45657.2 21.5986 39 178.31 32.5276 108414 40192.4 20.3413 40 183.329 36.7313 99849.7 34358.5 18.9885 41 188.348 41.2096 90930.1 28744.9 17.5428 42 193.367 45.9871 81664.4 23429.2 16.008 43 198.386 51.093 72253.8 18536.2 14.3885 44 203.405 56.5632 63183.6 14227.7 12.6902 45 208.425 62.4421 52491.6 10127.4 10.9201 46 213.444 68.7857 41749.1 6676.78 9.08616 47 218.463 75.667 32006.9 4042.17 7.19781 48 223.482 83.1834 23826.4 2195.8 5.26541 49 228.846 92.0719 11104.5 613.912 3.16437 50 234.21 102.088 1832.07 33.2772 1.04059 51 236.829 107.5 0 0 0 13/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 14/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 15/15 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 1.2971.297WW 1000.00 lbs/ft21.2971.297 0.25Min FSMethod Name1.297GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐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+3002001000-200-150-100-50050100150200250300350400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Global StabilityDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-4 1.2971.297WW 1000.00 lbs/ft21.2971.297 0.25Min FSMethod Name1.297GLE / Morgenstern‐PriceRuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐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+3002001000-200-150-100-50050100150200250300350400ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Global StabilityDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-5 Slide1 A-A 8444 A1 A Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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 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: 1.29657 ..................................................... 13 Interslice Data ........................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.29657 ..................................................... 14 Entity Information ...................................................................................................................................................15 Group 1 .................................................................................................................................................. 15 Shared Entities ...........................................................................................................................15 Scenario-based Entities ...............................................................................................................16 2/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A File Name:Slide1 A-A 8444 A1 A.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:01.43s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 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 4/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 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 5/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 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 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 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 8/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 9/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Method: gle/morgenstern-price FS 1.296570 Center: 44.742, 218.133 Radius: 231.940 Left Slip Surface Endpoint: -14.040, -6.234 Right Slip Surface Endpoint: 248.595, 107.500 Left Slope Intercept: -14.040 0.000 Right Slope Intercept: 248.595 107.500 Resisting Moment: 2.18098e+08 lb-ft Driving Moment: 1.68212e+08 lb-ft Resisting Horizontal Force: 825067 lb Driving Horizontal Force: 636347 lb Total Slice Area: 11118.1 ft2 Surface Horizontal Width: 262.635 ft Surface Average Height: 42.3328 ft 10/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 55 Not Effective Not Effective Not Effective Not Effective 0 11/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Method: gle/morgenstern-price Number of Valid Surfaces:5500 Number of Invalid Surfaces:3761 Error Codes Error Code -102 reported for 1 surface Error Code -106 reported for 175 surfaces Error Code -108 reported for 94 surfaces Error Code -111 reported for 1874 surfaces Error Code -1000 reported for 1617 surfaces Error Code Descriptions The following errors were encountered during the computation: -102 = Two surface / slope intersections, but resulting arc is actually outside soil region. -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 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 12/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.29657 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 4.15543 2025.05 -14.1515 Qal 150 26 161.604 209.531 543.745 421.689 122.056 502.998 81.3093 2 4.15543 2821.99 -13.0952 Qal 150 26 226.955 294.263 780.32 484.537 295.783 727.526 242.989 3 5.39332 4532.58 -11.8875 Bedrock 1400 30 1462.75 1896.56 1410.19 550.118 860.068 1102.27 552.151 4 5.39332 5228.51 -10.5291 Bedrock 1400 30 1564.93 2029.04 1706.35 616.816 1089.53 1415.48 798.665 5 5.39332 5992.29 -9.17677 Bedrock 1400 30 1668.8 2163.71 2011.13 688.352 1322.78 1741.54 1053.19 6 5.39332 7181.84 -7.82953 Bedrock 1400 30 1775.78 2302.42 2395.19 832.159 1563.03 2151.01 1318.85 7 5.39332 8345.84 -6.48663 Bedrock 1400 30 1878.85 2436.06 2762.44 967.915 1794.52 2548.81 1580.9 8 5.39332 9426.72 -5.14731 Bedrock 1400 30 1968.5 2552.3 3091.54 1095.69 1995.85 2914.22 1818.53 9 5.39332 10403.2 -3.8108 Bedrock 1400 30 2092.78 2713.43 3398.39 1123.47 2274.92 3258.99 2135.52 10 5.39332 11229.7 -2.47636 Bedrock 1400 30 2208.14 2863.01 3654.72 1120.7 2534.02 3559.22 2438.52 11 5.39332 11763.7 -1.14327 Bedrock 1400 30 2285.97 2963.92 3818.89 1110.09 2708.8 3773.27 2663.18 12 5.39332 12224.2 0.189199 Bedrock 1400 30 2346.51 3042.42 3936.38 1091.63 2844.75 3944.13 2852.5 13 5.39332 12620 1.52177 Bedrock 1400 30 2390.21 3099.08 4008.25 1065.35 2942.9 4071.75 3006.4 14 5.39332 13236.4 2.85517 Bedrock 1400 30 2443.13 3167.69 4092.96 1031.24 3061.72 4214.81 3183.57 15 5.39332 14028.4 4.19012 Bedrock 1400 30 2519.26 3266.4 4190.26 957.577 3232.69 4374.83 3417.25 16 5.39332 15595.7 5.52735 Bedrock 1400 30 2651.89 3438.36 4404.21 873.658 3530.56 4660.84 3787.18 17 5.39332 17374.2 6.86761 Bedrock 1400 30 2787.53 3614.23 4616.96 781.801 3835.16 4952.69 4170.89 18 5.39332 18817.5 8.21166 Bedrock 1400 30 2881.21 3735.69 4727.47 681.944 4045.53 5143.26 4461.32 19 5.39332 20327.3 9.56028 Bedrock 1400 30 2967.82 3847.99 4814.05 574.013 4240.04 5313.91 4739.89 20 5.39332 22496.1 10.9143 Bedrock 1400 30 3092.72 4009.93 4978.45 457.917 4520.53 5574.81 5116.9 21 5.39332 24641.6 12.2745 Bedrock 1400 30 3203.16 4153.12 5102.1 333.552 4768.55 5799 5465.45 22 5.39332 26714.6 13.6417 Bedrock 1400 30 3297.97 4276.05 5182.27 200.796 4981.47 5982.67 5781.88 23 5.39332 28713.9 15.017 Bedrock 1400 30 3379.88 4382.25 5224.91 59.5079 5165.4 6131.62 6072.11 24 5.25928 30075.7 16.3838 Bedrock 1400 30 3416.43 4429.64 5247.49 0 5247.49 6251.95 6251.95 25 5.25928 32596 17.7429 Bedrock 1400 30 3443.89 4465.25 5309.17 0 5309.17 6411.1 6411.1 26 5.25928 34284.6 19.1125 Bedrock 1400 30 3414.17 4426.71 5242.42 0 5242.42 6425.51 6425.51 27 5.25928 35122.4 20.4935 Bedrock 1400 30 3333.44 4322.04 5061.11 0 5061.11 6307 6307 28 5.25928 35587.7 21.8871 Bedrock 1400 30 3236.05 4195.76 4842.4 0 4842.4 6142.43 6142.43 29 5.25928 36551.4 23.2944 Bedrock 1400 30 3174.49 4115.95 4704.18 0 4704.18 6070.96 6070.96 30 5.25928 37590.7 24.7168 Bedrock 1400 30 3123.73 4050.14 4590.18 0 4590.18 6028.05 6028.05 31 5.25928 38392.5 26.1557 Bedrock 1400 30 3067.12 3976.74 4463.05 0 4463.05 5969.31 5969.31 32 5.25928 39088.8 27.6125 Bedrock 1400 30 3012.9 3906.43 4341.27 0 4341.27 5917.21 5917.21 33 5.25928 39694.8 29.089 Bedrock 1400 30 2962.32 3840.86 4227.69 0 4227.69 5875.76 5875.76 34 5.25928 39961.8 30.587 Bedrock 1400 30 2903.02 3763.97 4094.51 0 4094.51 5810.46 5810.46 35 5.25928 39488.3 32.1086 Bedrock 1400 30 2815.51 3650.51 3897.99 0 3897.99 5664.75 5664.75 36 5.25928 38877.7 33.6559 Bedrock 1400 30 2730.45 3540.22 3706.96 0 3706.96 5524.91 5524.91 37 5.25928 39787.3 35.2316 Bedrock 1400 30 2727.91 3536.92 3701.24 0 3701.24 5627.83 5627.83 38 5.25928 40640.6 36.8386 Bedrock 1400 30 2730.22 3539.92 3706.45 0 3706.45 5751.79 5751.79 39 5.25928 38833.9 38.4802 Bedrock 1400 30 2613.63 3388.76 3444.63 0 3444.63 5522.13 5522.13 40 5.25928 37750.9 40.16 Bedrock 1400 30 2538.17 3290.91 3275.14 0 3275.14 5417.02 5417.02 41 5.25928 35318.5 41.8826 Bedrock 1400 30 2405.49 3118.89 2977.21 0 2977.21 5134.21 5134.21 42 5.25928 32728.5 43.653 Bedrock 1400 30 2419.78 3137.41 3009.28 0 3009.28 5317.87 5317.87 43 5.25928 29972.5 45.4773 Bedrock 1400 30 2399.37 3110.95 2963.45 0 2963.45 5403.13 5403.13 44 5.25928 27033.9 47.3628 Bedrock 1400 30 2250.8 2918.32 2629.81 0 2629.81 5074.35 5074.35 45 5.25928 23892.6 49.3184 Bedrock 1400 30 2092.22 2712.71 2273.68 0 2273.68 4707.7 4707.7 46 5.25928 20523.7 51.3553 Bedrock 1400 30 1920.05 2489.48 1887.03 0 1887.03 4288.4 4288.4 47 5.25928 16895.9 53.4874 Bedrock 1400 30 1729.99 2243.05 1460.2 0 1460.2 3797.06 3797.06 48 5.90514 13772.6 55.8796 Terrace Deposits 200 33 938.661 1217.04 1566.1 0 1566.1 2951.44 2951.44 49 5.90514 7259.88 58.5792 Terrace Deposits 200 33 663.096 859.75 1015.93 0 1015.93 2101.37 2101.37 50 3.03153 984.399 60.7446 Fill 275 33 457.953 593.768 490.86 0 490.86 1308.41 1308.41 13/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.29657 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 -14.0398 -6.234 1212.52 0 0 2 -9.88434 -7.28175 1532.98 64.6164 2.41364 3 -5.72891 -8.24838 3149.33 265.165 4.8128 4 -0.335586 -9.38371 12077.9 1672.12 7.88219 5 5.05773 -10.3861 21201 4073.03 10.8749 6 10.4511 -11.2574 30504.1 7473.07 13.7655 7 15.8444 -11.999 40097 11902.3 16.5329 8 21.2377 -12.6123 49878.1 17330.4 19.16 9 26.631 -13.0981 59683.1 23671.9 21.6346 10 32.0243 -13.4573 69626.1 30924.3 23.9483 11 37.4177 -13.6906 79618.2 38998.7 26.0966 12 42.811 -13.7982 89456.6 47721.2 28.078 13 48.2043 -13.7804 99026.2 56927.5 29.8934 14 53.5976 -13.6371 108229 66441.5 31.5457 15 58.9909 -13.3681 117038 76117.4 33.0386 16 64.3843 -12.973 125505 85862 34.3773 17 69.7776 -12.4511 133656 95570.3 35.5665 18 75.1709 -11.8015 141395 105055 36.612 19 80.5642 -11.0232 148600 114101 37.5185 20 85.9575 -10.1149 155203 122532 38.2909 21 91.3509 -9.07487 161134 130176 38.9338 22 96.7442 -7.90145 166318 136860 39.4503 23 102.138 -6.59251 170699 142443 39.8439 24 107.531 -5.14567 174248 146818 40.1168 25 112.79 -3.59939 176640 149636 40.2687 26 118.049 -1.9166 177727 150767 40.3082 27 123.309 -0.0941234 177615 150286 40.2357 28 128.568 1.87156 176473 148346 40.0509 29 133.827 3.98441 174419 145077 39.7528 30 139.087 6.2488 171377 140467 39.3393 31 144.346 8.66968 167348 134592 38.8085 32 149.605 11.2525 162405 127602 38.1568 33 154.864 14.0035 156586 119637 37.3811 34 160.124 16.9294 149922 110844 36.4772 35 165.383 20.0381 142519 101435 35.4406 36 170.642 23.3384 134638 91727.8 34.2663 37 175.901 26.84 126344 81891.7 32.9499 38 181.161 30.5544 117041 71684.9 31.4865 39 186.42 34.4944 106683 61274.2 29.8712 40 191.679 38.6748 96363.7 51455.5 28.101 41 196.939 43.113 85781.9 42159.3 26.1728 42 202.198 47.829 75603.2 33796.7 24.086 43 207.457 52.8466 65088.4 26088.3 21.8416 44 212.716 58.1942 54407 19206.5 19.4438 45 217.976 63.9062 44502.4 13520.7 16.8998 46 223.235 70.0247 35656.4 9036.08 14.2206 47 228.494 76.6023 28243.5 5705.76 11.4212 48 233.754 83.7065 22773.4 3411.92 8.5207 49 239.659 92.4217 11242 1017.56 5.17198 50 245.564 102.088 3534.9 108.721 1.76166 51 248.595 107.5 0 0 0 14/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 15/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 16/16 Sunday, June 26, 2022Slide1 A-A 8444 A1 A 1.8991.8991WW 1000.00 lbs/ft21.8991.899RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.899GLE / Morgenstern‐Price403002001000-200-1000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A3.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-6 2.0722.0721WW 1000.00 lbs/ft22.0722.072RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along BeddingMinFSMethod Name2.072GLE / Morgenstern‐Price150100500-50-50050100150200250300350ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding through caissons Drawn ByKAD/RJMFile NameSlide1 A-A 8444 A3.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-7 2.0722.0721WW 1000.00 lbs/ft22.0722.072RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along BeddingMinFSMethod Name2.072GLE / 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+150100500-50-50050100150200250300350ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A3.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-8 Slide1 A-A 8444 A3 Static Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 2.07221 ..................................................... 13 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07221 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static File Name:Slide1 A-A 8444 A3 Static.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:26.497s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static 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 A-A 8444 A3 Static 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 A-A 8444 A3 Static 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static 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 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 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 A-A 8444 A3 Static Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 A-A 8444 A3 Static Method: gle/morgenstern-price FS 2.072210 Axis Location: 78.377, 151.291 Left Slip Surface Endpoint: 95.908, 38.955 Right Slip Surface Endpoint: 178.764, 97.914 Resisting Moment: 1.86763e+07 lb-ft Driving Moment: 9.01274e+06 lb-ft Resisting Horizontal Force: 130424 lb Driving Horizontal Force: 62939.5 lb Total Slice Area: 1571.93 ft2 Surface Horizontal Width: 82.8566 ft Surface Average Height: 18.9717 ft 9/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static Method: gle/morgenstern-price X Y 95.9078 38.9549 100.095 38.3811 104.156 38.9051 108.217 40.1606 112.074 41.7097 115.931 43.5064 118.93 45.0334 121.952 46.4665 125.48 48.828 161.419 61.1821 162.087 61.9454 164.265 64.6983 165.85 67.0946 167.434 69.4356 169.569 72.7375 171.407 75.8459 173.267 79.1893 175.119 82.9703 175.969 85.8021 176.82 88.6038 177.792 93.0457 178.764 97.9142 10/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 56 Not Effective Not Effective Not Effective Not Effective 0 11/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static Method: gle/morgenstern-price Number of Valid Surfaces:4884 Number of Invalid Surfaces:14132 Error Codes Error Code -105 reported for 4736 surfaces Error Code -106 reported for 4738 surfaces Error Code -108 reported for 261 surfaces Error Code -111 reported for 4352 surfaces Error Code -112 reported for 23 surfaces Error Code -123 reported for 12 surfaces Error Code -1000 reported for 10 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 12/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07221 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 2.09348 236.63 -7.80327 Bedrock 1400 30 746.568 1547.05 254.691 0 254.691 152.381 152.381 2 2.09348 709.891 -7.80327 Bedrock 1400 30 838.704 1737.97 585.381 0 585.381 470.444 470.444 3 2.03069 1085.92 7.35243 Bedrock 1400 30 849.249 1759.82 623.23 0 623.23 732.811 732.811 4 2.03069 1421.49 7.35243 Bedrock 1400 30 914.582 1895.2 857.723 0 857.723 975.734 975.734 5 2.03041 1719.67 17.1797 Bedrock 1400 30 918.608 1903.55 872.172 0 872.172 1156.17 1156.17 6 2.03041 1980.9 17.1797 Bedrock 1400 30 964.824 1999.32 1038.05 0 1038.05 1336.33 1336.33 7 1.92862 2128.58 21.8808 Bedrock 1400 30 978.069 2026.76 1085.59 0 1085.59 1478.39 1478.39 8 1.92862 2432.49 21.8808 Bedrock 1400 30 1024.14 2122.24 1250.95 0 1250.95 1662.25 1662.25 9 1.92865 2731.74 24.9759 Bedrock 1400 30 1043.82 2163.02 1321.59 0 1321.59 1807.8 1807.8 10 1.92865 3019.02 24.9759 Bedrock 1400 30 1082 2242.14 1458.63 0 1458.63 1962.62 1962.62 11 1.49937 2535.21 26.9857 Bedrock 1400 30 1095.29 2269.68 1506.33 0 1506.33 2064.06 2064.06 12 1.49937 2624.45 26.9857 Bedrock 1400 30 1109.13 2298.34 1555.98 0 1555.98 2120.75 2120.75 13 1.51086 2717.53 25.3745 Bedrock 1400 30 1135.07 2352.1 1649.09 0 1649.09 2187.44 2187.44 14 1.51086 2794.74 25.3745 Bedrock 1400 30 1146.42 2375.63 1689.85 0 1689.85 2233.58 2233.58 15 1.76403 3323.98 33.7957 Bedrock 1400 30 1071.92 2221.23 1422.42 0 1422.42 2139.89 2139.89 16 1.76403 3299.94 33.7957 Bedrock 1400 30 1065.99 2208.96 1401.16 0 1401.16 2114.66 2114.66 17 1.7114 3211.19 18.9704 Along Bedding 500 18 522.371 1082.46 1792.64 0 1792.64 1972.2 1972.2 18 1.7114 3269.16 18.9704 Along Bedding 500 18 523.551 1084.91 1800.16 0 1800.16 1980.13 1980.13 19 1.7114 3327.13 18.9704 Along Bedding 500 18 524.747 1087.39 1807.79 0 1807.79 1988.17 1988.17 20 1.7114 3385.41 18.9704 Along Bedding 500 18 526.003 1089.99 1815.79 0 1815.79 1996.61 1996.61 21 1.7114 3493.01 18.9704 Along Bedding 500 18 531.167 1100.69 1848.73 0 1848.73 2031.32 2031.32 22 1.7114 3636.42 18.9704 Along Bedding 500 18 539.193 1117.32 1899.92 0 1899.92 2085.27 2085.27 23 1.7114 3779.83 18.9704 Along Bedding 500 18 547.308 1134.14 1951.67 0 1951.67 2139.81 2139.81 24 1.7114 3923.24 18.9704 Along Bedding 500 18 555.546 1151.21 2004.21 0 2004.21 2195.18 2195.18 25 1.7114 4066.65 18.9704 Along Bedding 500 18 563.939 1168.6 2057.74 0 2057.74 2251.6 2251.6 26 1.7114 4204.14 18.9704 Along Bedding 500 18 572.059 1185.43 2109.52 0 2109.52 2306.17 2306.17 27 1.7114 4326.46 18.9704 Along Bedding 500 18 579.209 1200.24 2155.12 0 2155.12 2354.23 2354.23 28 1.7114 4448.02 18.9704 Along Bedding 500 18 586.543 1215.44 2201.9 0 2201.9 2403.52 2403.52 29 1.7114 4569.59 18.9704 Along Bedding 500 18 594.148 1231.2 2250.4 0 2250.4 2454.64 2454.64 30 1.7114 4691.15 18.9704 Along Bedding 500 18 602.05 1247.57 2300.8 0 2300.8 2507.75 2507.75 31 1.7114 4812.71 18.9704 Along Bedding 500 18 610.275 1264.62 2353.25 0 2353.25 2563.03 2563.03 32 1.7114 4934.27 18.9704 Along Bedding 500 18 618.848 1282.38 2407.92 0 2407.92 2620.65 2620.65 33 1.7114 5055.84 18.9704 Along Bedding 500 18 627.791 1300.91 2464.96 0 2464.96 2680.76 2680.76 34 1.7114 5177.4 18.9704 Along Bedding 500 18 637.129 1320.26 2524.51 0 2524.51 2743.53 2743.53 35 1.7114 5298.96 18.9704 Along Bedding 500 18 646.881 1340.47 2586.71 0 2586.71 2809.08 2809.08 36 1.7114 5420.52 18.9704 Along Bedding 500 18 657.068 1361.58 2651.68 0 2651.68 2877.55 2877.55 37 1.7114 5542.09 18.9704 Along Bedding 500 18 667.705 1383.63 2719.52 0 2719.52 2949.04 2949.04 38 0.667874 2173.1 48.813 Bedrock 1400 30 1108.37 2296.78 1553.26 0 1553.26 2819.92 2819.92 39 2.17804 6836.79 51.6497 Bedrock 1400 30 1061.8 2200.27 1386.11 0 1386.11 2728.16 2728.16 13/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static 40 1.58454 4692.81 56.5258 Bedrock 1400 30 984.298 2039.67 1107.94 0 1107.94 2596.51 2596.51 41 1.58454 4424.43 55.9072 Bedrock 1400 30 970.98 2012.07 1060.15 0 1060.15 2494.66 2494.66 42 2.13479 5527.65 57.1157 Bedrock 1400 30 931.56 1930.39 918.659 0 918.659 2359.5 2359.5 43 1.83797 4325.48 59.4045 Bedrock 1400 30 874.364 1811.87 713.373 0 713.373 2192.11 2192.11 44 1.85997 3923.73 60.9125 Bedrock 1400 30 821.896 1703.14 525.056 0 525.056 2002.47 2002.47 45 0.624838 1206.89 63.9009 Bedrock 1400 30 761.106 1577.17 306.87 0 306.87 1860.54 1860.54 46 1.22735 2157.12 63.9009 Terrace Deposits 200 33 355.451 736.57 826.244 0 826.244 1551.84 1551.84 47 0.850218 1260.61 73.2885 Terrace Deposits 200 33 252.338 522.898 497.22 0 497.22 1337.69 1337.69 48 0.850086 1004.64 73.1214 Terrace Deposits 200 33 218.554 452.89 389.418 0 389.418 1109.73 1109.73 49 0.972413 765.296 77.6517 Terrace Deposits 200 33 139.582 289.244 137.424 0 137.424 775.023 775.023 50 0.972378 263.386 78.705 Terrace Deposits 200 33 71.9359 149.066 -78.4309 0 -78.4309 281.735 281.735 14/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.07221 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 95.9078 38.9549 0 0 0 2 98.0012 38.668 1636 82.3763 2.88254 3 100.095 38.3811 3559.76 357.355 5.73257 4 102.125 38.6431 5121.02 759.554 8.43665 5 104.156 38.9051 6753.51 1319.47 11.0549 6 106.187 39.5328 8071.17 1947.3 13.5643 7 108.217 40.1606 9378.55 2679.71 15.9461 8 110.146 40.9351 10424 3402.37 18.0766 9 112.074 41.7097 11430.3 4175.72 20.0683 10 114.003 42.608 12256.2 4930.59 21.9146 11 115.931 43.5064 13032.6 5696.77 23.611 12 117.431 44.2699 13524.8 6256.33 24.8244 13 118.93 45.0334 13999.8 6811.66 25.9454 14 120.441 45.75 14533.1 7399.03 26.9814 15 121.952 46.4665 15054.2 7978.92 27.9242 16 123.716 47.6473 15265.6 8429.73 28.9077 17 125.48 48.828 15491.7 8860.08 29.7663 18 127.191 49.4163 15331.1 9024.1 30.4817 19 128.903 50.0046 15168.1 9143.71 31.0826 20 130.614 50.5929 15002.6 9219.12 31.5708 21 132.326 51.1812 14834.6 9250.69 31.9472 22 134.037 51.7695 14656 9234.07 32.2131 23 135.748 52.3578 14461.1 9166.36 32.3691 24 137.46 52.946 14249.6 9048.59 32.4158 25 139.171 53.5343 14021.3 8882.17 32.3533 26 140.883 54.1226 13775.9 8668.9 32.1814 27 142.594 54.7109 13513.9 8411.53 31.8996 28 144.305 55.2992 13237.3 8114.08 31.5071 29 146.017 55.8875 12945.7 7779.44 31.0029 30 147.728 56.4758 12638.7 7410.72 30.3853 31 149.44 57.0641 12315.5 7011.33 29.6533 32 151.151 57.6524 11975.5 6584.99 28.8052 33 152.862 58.2407 11618 6135.7 27.8394 34 154.574 58.829 11242.3 5667.73 26.7547 35 156.285 59.4173 10847.5 5185.61 25.55 36 157.997 60.0056 10432.9 4694.11 24.2246 37 159.708 60.5939 9997.41 4198.22 22.779 38 161.419 61.1821 9540.24 3703.13 21.2142 39 162.087 61.9454 9094.96 3413.43 20.5716 40 164.265 64.6983 7591.77 2518.77 18.3546 41 165.85 67.0946 6496.44 1940.28 16.6292 42 167.434 69.4356 5553.22 1468.72 14.8144 43 169.569 72.7375 4508.61 978.085 12.2399 44 171.407 75.8459 3898.22 681.618 9.91811 45 173.267 79.1893 3671.43 482.437 7.48595 46 173.892 80.4648 3755.59 438.084 6.6534 47 175.119 82.9703 2121.74 185.62 4.99978 48 175.969 85.8021 928.233 62.3465 3.84261 49 176.82 88.6038 22.9821 1.07517 2.67851 50 177.792 93.0457 -451.707 -10.573 1.34086 51 178.764 97.9142 0 0 0 15/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 16/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 17/17 Thursday, July 7, 2022Slide1 A-A 8444 A3 Static 1.4451.4451WW 1000.00 lbs/ft21.4451.445 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along 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+150100500050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A3 Seismic A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-9 1.4451.4451WW 1000.00 lbs/ft21.4451.445 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120Qal150100500050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A3 Seismic A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-10 1.2651.2651WW 1000.00 lbs/ft21.2651.265 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMinFSMethod Name1.265GLE / 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+4003002001000-200-1000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A3 Seismic A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-11 1.2651.2651WW 1000.00 lbs/ft21.2651.265 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMinFSMethod Name1.265GLE / Morgenstern‐Price4003002001000-200-1000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A3 Seismic A1.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-12 Slide1 A-A 8444 A3 Seismic A1 Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 1.26509 ..................................................... 14 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.26509 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 File Name:Slide1 A-A 8444 A3 Seismic A1.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:06.658s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 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 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 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 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 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 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 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 8/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 9/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Method: gle/morgenstern-price FS 1.265090 Axis Location: 10.934, 342.618 Left Slip Surface Endpoint: -20.000, -8.000 Right Slip Surface Endpoint: 272.868, 107.500 Left Slope Intercept: -20.000 0.000 Right Slope Intercept: 272.868 107.500 Resisting Moment: 3.8791e+08 lb-ft Driving Moment: 3.06626e+08 lb-ft Resisting Horizontal Force: 954462 lb Driving Horizontal Force: 754461 lb Total Slice Area: 13451.3 ft2 Surface Horizontal Width: 292.868 ft Surface Average Height: 45.9295 ft 10/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Method: gle/morgenstern-price X Y -20 -8 -9.28397 -14.1245 1.44617 -17.7669 12.1914 -20.0837 22.9427 -21.3908 33.8994 -22.0926 45.4931 -22.3587 57.2495 -21.8052 68.3207 -20.7599 81.3932 -18.0498 95.8418 -14.3698 109.692 -9.96774 123.553 -4.11012 137.422 1.75077 151.856 8.65612 159.542 12.7692 167.116 17.1593 174.693 21.6283 182.271 26.2765 192.387 33.2406 202.472 40.4583 210.889 47.3822 218.384 53.9965 225.403 60.5365 232.472 67.3965 239.711 74.5835 250.586 85.3795 261.46 96.1749 267.163 101.836 272.868 107.5 11/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 56 Not Effective Not Effective Not Effective Not Effective 0 12/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Method: gle/morgenstern-price Number of Valid Surfaces:9351 Number of Invalid Surfaces:9655 Error Codes Error Code -105 reported for 1145 surfaces Error Code -106 reported for 6619 surfaces Error Code -108 reported for 271 surfaces Error Code -111 reported for 1582 surfaces Error Code -112 reported for 15 surfaces Error Code -123 reported for 1 surface Error Code -124 reported for 1 surface 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). Thislimitation is imposed to avoid numerical errors which may result from too many slices, or toosmall 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 inthe context of the analysis, in particular, deep seated slip surfaces with many high negative baseangle slices in the passive zone. -123 = Surface radius equal or less than the internal cutoff of 0.01. -124 = A slice has a width less than the minimum acceptable value. -1000 = No valid slip surface is generated 13/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.26509 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 6.97381 5564.08 -29.7492 Qal 150 26 264.662 334.821 1002.49 623.552 378.938 851.228 227.676 2 3.74222 4562.54 -29.7492 Bedrock 1400 30 1976.74 2500.75 2721.18 814.637 1906.55 1591.42 776.785 3 5.36507 7765.22 -18.7502 Bedrock 1400 30 1863.21 2357.13 2595.98 938.189 1657.79 1963.5 1025.31 4 5.36507 8862.08 -18.7502 Bedrock 1400 30 2065.2 2612.67 3152.24 1051.83 2100.41 2451.19 1399.36 5 5.37261 9793.38 -12.1669 Bedrock 1400 30 2043.89 2585.7 3198.49 1144.8 2053.69 2757.82 1613.02 6 5.37261 10848.9 -12.1669 Bedrock 1400 30 2213.07 2799.73 3684.91 1260.5 2424.41 3207.77 1947.27 7 5.37566 12134.9 -6.93201 Bedrock 1400 30 2192.26 2773.4 3788.97 1410.18 2378.79 3522.44 2112.26 8 5.37566 13279.7 -6.93201 Bedrock 1400 30 2334.96 2953.94 4235.64 1544.14 2691.5 3951.75 2407.61 9 5.47836 14591.1 -3.66487 Bedrock 1400 30 2335.12 2954.14 4346.91 1655.04 2691.87 4197.34 2542.3 10 5.47836 15565.7 -3.66487 Bedrock 1400 30 2515.5 3182.33 4742.44 1655.35 3087.09 4581.32 2925.97 11 5.79687 17233.4 -1.31462 Bedrock 1400 30 2553.97 3231 4819.61 1648.23 3171.38 4761 3112.77 12 5.79687 17814.6 -1.31462 Bedrock 1400 30 2687.3 3399.68 5097.24 1633.69 3463.55 5035.57 3401.88 13 5.87818 18536.9 2.69516 Bedrock 1400 30 2580.9 3265.07 4836.61 1606.2 3230.41 4958.1 3351.9 14 5.87818 19042 2.69516 Bedrock 1400 30 2682.62 3393.76 5019.08 1565.77 3453.31 5145.36 3579.59 15 5.53561 18687.3 5.39365 Bedrock 1400 30 2658.79 3363.61 4898.27 1497.2 3401.07 5149.31 3652.11 16 5.53561 19994.3 5.39365 Bedrock 1400 30 2833.12 3584.15 5190.87 1407.82 3783.05 5458.36 4050.54 17 6.53625 25844.8 11.7124 Bedrock 1400 30 2685.12 3396.92 4746.11 1287.34 3458.77 5302.78 4015.44 18 6.53625 27685.9 11.7124 Bedrock 1400 30 2861.57 3620.14 4981.15 1135.76 3845.39 5574.4 4438.64 19 7.2243 33103.5 14.289 Bedrock 1400 30 2912.82 3684.98 4923.21 965.515 3957.7 5665.09 4699.57 20 7.2243 36682.8 14.289 Bedrock 1400 30 3166.31 4005.67 5289.78 776.617 4513.16 6096.21 5319.59 21 6.92526 38384.4 17.6317 Bedrock 1400 30 3192.18 4038.4 5147.82 577.988 4569.83 6162.39 5584.4 22 6.92526 41390.6 17.6317 Bedrock 1400 30 3406.11 4309.04 5413.6 374.988 5038.61 6496.16 6121.17 23 4.77942 30634.4 22.909 Bedrock 1400 30 3264.05 4129.32 4946.25 218.917 4727.33 6325.64 6106.72 24 4.77942 32382.2 22.909 Bedrock 1400 30 3419.39 4325.84 5140.67 72.9703 5067.7 6585.71 6512.74 25 4.30202 30021 22.909 Bedrock 1400 30 3488.13 4412.8 5218.33 0 5218.33 6692.41 6692.41 26 6.93431 49165.3 22.909 Bedrock 1400 30 3483.55 4407.01 5208.29 0 5208.29 6680.45 6680.45 27 6.93431 50138.5 22.909 Bedrock 1400 30 3480.99 4403.77 5202.67 0 5202.67 6673.75 6673.75 28 7.21713 54051.6 25.5664 Bedrock 1400 30 3358.39 4248.66 4934.02 0 4934.02 6540.67 6540.67 29 7.21713 55569.2 25.5664 Bedrock 1400 30 3385.46 4282.91 4993.34 0 4993.34 6612.94 6612.94 30 7.68577 60615.7 28.1539 Bedrock 1400 30 3266.92 4132.95 4733.61 0 4733.61 6481.94 6481.94 31 7.57463 60388 30.0954 Bedrock 1400 30 3172.39 4013.36 4526.48 0 4526.48 6365.11 6365.11 32 7.57668 59559.8 30.5335 Bedrock 1400 30 3114.7 3940.37 4400.05 0 4400.05 6237.2 6237.2 33 7.57751 60987.2 31.5261 Bedrock 1400 30 3121.91 3949.5 4415.87 0 4415.87 6330.94 6330.94 34 5.0583 41361.7 34.5429 Bedrock 1400 30 3026.81 3829.19 4207.48 0 4207.48 6291.09 6291.09 35 5.0583 40138.5 34.5429 Bedrock 1400 30 2981.32 3771.64 4107.81 0 4107.81 6160.1 6160.1 36 5.04214 39143 35.5925 Bedrock 1400 30 2910.99 3682.67 3953.71 0 3953.71 6037.21 6037.21 37 5.04214 37295.5 35.5925 Bedrock 1400 30 2837.96 3590.27 3793.66 0 3793.66 5824.88 5824.88 38 8.41698 57763.5 39.4412 Bedrock 1400 30 2805.61 3549.35 3722.78 0 3722.78 6030.72 6030.72 39 7.49529 46299.1 41.4272 Bedrock 1400 30 2677.83 3387.69 3442.78 0 3442.78 5805.86 5805.86 40 7.01931 38686.4 42.9754 Bedrock 1400 30 2502.66 3166.09 3058.96 0 3058.96 5390.71 5390.71 41 7.0684 34166.5 44.1426 Bedrock 1400 30 2337.26 2956.85 2696.54 0 2696.54 4964.87 4964.87 42 7.23952 29870.9 44.7915 Bedrock 1400 30 2175.96 2752.79 2343.09 0 2343.09 4503.28 4503.28 43 4.72486 16679.7 44.7915 Bedrock 1400 30 2046.48 2588.98 2059.37 0 2059.37 4091 4091 44 4.72486 14456 44.7915 Bedrock 1400 30 1935.49 2448.57 1816.18 0 1816.18 3737.63 3737.63 45 1.42517 3904.03 44.7915 Terrace Deposits 200 33 1219.29 1542.51 2067.28 0 2067.28 3277.72 3277.72 46 5.43714 12671.8 44.7915 Terrace Deposits 200 33 1119.83 1416.69 1873.54 0 1873.54 2985.25 2985.25 47 5.43714 9150.01 44.7915 Terrace Deposits 200 33 952.106 1204.5 1546.8 0 1546.8 2492 2492 48 5.70269 5812.92 44.7915 Terrace Deposits 200 33 765.158 967.994 1182.61 0 1182.61 1942.22 1942.22 49 0.253586 168.519 44.7915 Terrace Deposits 200 33 659.258 834.021 976.305 0 976.305 1630.78 1630.78 50 5.45154 1770.22 44.7915 Fill 275 33 588.659 744.706 723.284 0 723.284 1307.67 1307.67 14/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.26509 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 -20 -8 1996.8 0 0 2 -13.0262 -11.9857 6106.56 372.224 3.48814 3 -9.28397 -14.1245 18869.6 1765.15 5.34416 4 -3.9189 -15.9457 32389.5 4534.26 7.96914 5 1.44617 -17.7669 47441.1 8822.88 10.5352 6 6.81877 -18.9253 59834.4 13846 13.0292 7 12.1914 -20.0837 73282.5 20231 15.4332 8 17.567 -20.7372 84515.4 27031.3 17.7363 9 22.9427 -21.3908 96524.9 34994.7 19.9279 10 28.421 -21.7417 107201 43397.9 22.0395 11 33.8994 -22.0926 118754 52930.3 24.0232 12 39.6963 -22.2256 129892 63295.9 25.9798 13 45.4931 -22.3587 141695 74672.4 27.789 14 51.3713 -22.0819 150893 85280.3 29.4739 15 57.2495 -21.8052 160513 96484.1 31.01 16 62.7851 -21.2826 167999 106302 32.3237 17 68.3207 -20.7599 175970 116523 33.5115 18 74.857 -19.4049 180628 125339 34.757 19 81.3932 -18.0498 185661 134089 35.8378 20 88.6175 -16.2098 189370 141911 36.8473 21 95.8418 -14.3698 193340 149269 37.6701 22 102.767 -12.1688 194520 153561 38.2888 23 109.692 -9.96774 195845 157158 38.7457 24 114.472 -7.94795 193797 156757 38.9684 25 119.251 -5.92816 191661 155851 39.1166 26 123.553 -4.11012 189675 154620 39.1864 27 130.488 -1.17967 186277 151779 39.1732 28 137.422 1.75077 182634 147919 39.0047 29 144.639 5.20345 176324 141072 38.6623 30 151.856 8.65612 169624 133230 38.1476 31 159.542 12.7692 160109 122433 37.4046 32 167.116 17.1593 149171 110258 36.4695 33 174.693 21.6283 138216 97955.5 35.3257 34 182.271 26.2765 126099 84941.1 33.9645 35 187.329 29.7586 116419 75401.6 32.9301 36 192.387 33.2406 107161 66422.8 31.7923 37 197.429 36.8495 97784.8 57720.3 30.5525 38 202.472 40.4583 89079.6 49794.7 29.2048 39 210.889 47.3822 72477.3 36468.1 26.71 40 218.384 53.9965 58202 26190.2 24.2272 41 225.403 60.5365 46091.8 18323.6 21.6801 42 232.472 67.3965 35572.8 12182.2 18.9042 43 239.711 74.5835 27018.2 7673.23 15.8547 44 244.436 79.2741 22857.9 5598.02 13.7612 45 249.161 83.9647 19869.8 4076.88 11.595 46 250.586 85.3795 17706.7 3418.95 10.9286 47 256.023 90.7772 10514.6 1541.13 8.3385 48 261.46 96.1749 5054.7 503.218 5.68532 49 267.163 101.836 1269.81 63.3396 2.85561 50 267.417 102.088 1149.08 54.7725 2.72902 51 272.868 107.5 0 0 0 15/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 16/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 17/17 Monday, June 27, 2022Slide1 A-A 8444 A3 Seismic A1 1.9001.9001WW 1000.00 lbs/ft21.9001.900RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.900GLE / Morgenstern‐Price3002001000-1000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A5.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-13 1.9001.9001WW 1000.00 lbs/ft21.9001.900RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.900GLE / 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+3002001000-1000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A5.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-14 Slide1 A-A 8444 A5 Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 1.90007 ..................................................... 13 Interslice Data ........................................................................................................................................................14 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.90007 ..................................................... 14 Entity Information ...................................................................................................................................................15 Group 1 .................................................................................................................................................. 15 Shared Entities ...........................................................................................................................15 Scenario-based Entities ...............................................................................................................16 2/16 Monday, June 27, 2022Slide1 A-A 8444 A5 File Name:Slide1 A-A 8444 A5.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:07.709s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/16 Monday, June 27, 2022Slide1 A-A 8444 A5 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 4/16 Monday, June 27, 2022Slide1 A-A 8444 A5 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 5/16 Monday, June 27, 2022Slide1 A-A 8444 A5 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/16 Monday, June 27, 2022Slide1 A-A 8444 A5 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 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 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 7/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 8/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Method: gle/morgenstern-price FS 1.900070 Axis Location: 2.280, 325.310 Left Slip Surface Endpoint: -20.000, -8.000 Right Slip Surface Endpoint: 255.560, 107.500 Left Slope Intercept: -20.000 0.000 Right Slope Intercept: 255.560 107.500 Resisting Moment: 3.68796e+08 lb-ft Driving Moment: 1.94096e+08 lb-ft Resisting Horizontal Force: 913775 lb Driving Horizontal Force: 480917 lb Total Slice Area: 12791.9 ft2 Surface Horizontal Width: 275.56 ft Surface Average Height: 46.4216 ft 9/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Method: gle/morgenstern-price X Y -20 -8 -9.80278 -12.7604 0.38072 -16.5746 10.5453 -19.8692 20.7057 -22.1307 30.6928 -23.4062 40.7715 -24.2848 50.5557 -24.6047 60.2316 -24.5381 71.612 -23.4474 83.268 -21.4329 94.9065 -19.2964 106.544 -15.6264 118.16 -10.4091 129.773 -4.6039 140.059 1.05533 145.201 4.09742 150.343 7.13951 160.622 14.1437 170.887 21.552 181.148 29.4553 191.511 38.7852 197.901 44.7197 204.322 50.7921 211.392 58.1156 220.089 67.5484 229.948 78.6532 238.485 88.2688 247.022 97.8844 255.56 107.5 10/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 56 Not Effective Not Effective Not Effective Not Effective 0 11/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Method: gle/morgenstern-price Number of Valid Surfaces:5291 Number of Invalid Surfaces:13716 Error Codes Error Code -105 reported for 1334 surfaces Error Code -106 reported for 5840 surfaces Error Code -108 reported for 45 surfaces Error Code -111 reported for 6423 surfaces Error Code -112 reported for 51 surfaces Error Code -1000 reported for 23 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 12/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.90007 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 7.78594 6102.02 -25.0245 Qal 150 26 148.46 282.085 883.416 612.6 270.816 814.11 201.51 2 2.41127 2736.03 -25.0245 Bedrock 1400 30 1041.83 1979.54 1764.92 761.123 1003.8 1278.56 517.442 3 5.09175 6680.62 -20.5334 Bedrock 1400 30 1062.59 2018.99 1927.87 855.746 1072.13 1529.88 674.134 4 5.09175 7762.2 -20.5334 Bedrock 1400 30 1137.9 2162.09 2294.73 974.749 1319.99 1868.53 893.784 5 5.0823 8757.19 -17.9587 Bedrock 1400 30 1185.76 2253.03 2563.14 1085.65 1477.49 2178.8 1093.15 6 5.0823 9847.21 -17.9587 Bedrock 1400 30 1264.66 2402.94 2942.99 1205.84 1737.15 2533.08 1327.24 7 5.08017 11229.9 -12.5485 Bedrock 1400 30 1276.77 2425.96 3157.6 1380.59 1777.01 2873.41 1492.82 8 5.08017 12513 -12.5485 Bedrock 1400 30 1350.89 2566.79 3560.14 1539.21 2020.93 3259.45 1720.24 9 4.99355 13427.1 -7.27805 Bedrock 1400 30 1342 2549.89 3673.36 1681.69 1991.67 3501.97 1820.28 10 4.99355 14378.4 -7.27805 Bedrock 1400 30 1417.68 2693.7 3980.8 1740.05 2240.75 3799.74 2059.69 11 5.03937 15417.8 -4.9823 Bedrock 1400 30 1466.26 2785.99 4154.49 1753.89 2400.6 4026.67 2272.78 12 5.03937 16051.8 -4.9823 Bedrock 1400 30 1531.85 2910.63 4377.92 1761.44 2616.48 4244.37 2482.93 13 4.89211 16093.8 -1.87274 Bedrock 1400 30 1532.35 2911.58 4378.7 1760.57 2618.13 4328.59 2568.02 14 4.89211 16531 -1.87274 Bedrock 1400 30 1581.74 3005.42 4531.94 1751.27 2780.67 4480.22 2728.95 15 4.83793 16779.1 0.394453 Bedrock 1400 30 1585.69 3012.93 4529.74 1736.05 2793.69 4540.66 2804.61 16 4.83793 17452.1 0.394453 Bedrock 1400 30 1651.44 3137.86 4717.75 1707.69 3010.06 4729.12 3021.43 17 5.6902 21510 5.47462 Bedrock 1400 30 1634.46 3105.59 4589.82 1635.65 2954.17 4746.47 3110.82 18 5.6902 23412.7 5.47462 Bedrock 1400 30 1772.91 3368.65 4953.07 1543.27 3409.8 5122.99 3579.72 19 5.82799 25870.9 9.80536 Bedrock 1400 30 1811.31 3441.62 4971.96 1435.77 3536.19 5285.01 3849.24 20 5.82799 27343.1 9.80536 Bedrock 1400 30 1921.02 3650.07 5210.38 1313.15 3897.23 5542.38 4229.23 21 11.6385 61555 10.4021 Bedrock 1400 30 2134.51 4055.71 5725.34 1125.51 4599.83 6117.17 4991.66 22 5.81894 34409 17.5027 Bedrock 1400 30 2176.86 4136.18 5651.3 912.091 4739.21 6337.77 5425.68 23 5.81894 36533.6 17.5027 Bedrock 1400 30 2315.86 4400.3 5934.59 737.915 5196.68 6664.9 5926.98 24 11.6158 79608.3 24.1875 Bedrock 1400 30 2339.98 4446.12 5747.17 471.13 5276.04 6798.18 6327.05 25 8.0365 59176.7 26.5594 Bedrock 1400 30 2471.54 4696.09 5851.07 142.076 5708.99 7086.53 6944.45 26 3.57683 26567.7 26.5594 Bedrock 1400 30 2514.46 4777.65 5850.27 0 5850.27 7107.19 7107.19 27 10.2853 77333.3 28.8206 Bedrock 1400 30 2455.25 4665.14 5655.39 0 5655.39 7006.32 7006.32 28 5.14193 39631.4 30.6096 Bedrock 1400 30 2433.52 4623.85 5583.87 0 5583.87 7023.6 7023.6 29 5.14193 40079.5 30.6096 Bedrock 1400 30 2445.1 4645.87 5622.02 0 5622.02 7068.6 7068.6 30 5.13983 40386.3 34.2693 Bedrock 1400 30 2353.22 4471.29 5319.62 0 5319.62 6923.04 6923.04 31 5.13983 40590.9 34.2693 Bedrock 1400 30 2358.49 4481.29 5336.96 0 5336.96 6943.95 6943.95 32 5.13234 40388 35.8188 Bedrock 1400 30 2309.87 4388.92 5176.96 0 5176.96 6844.04 6844.04 33 5.13234 39623.1 35.8188 Bedrock 1400 30 2278 4328.35 5072.05 0 5072.05 6716.13 6716.13 34 5.13042 38765.6 37.6048 Bedrock 1400 30 2200.35 4180.81 4816.51 0 4816.51 6511.29 6511.29 35 5.13042 39478.7 37.6048 Bedrock 1400 30 2234.89 4246.45 4930.2 0 4930.2 6651.6 6651.6 36 5.18144 40421.1 41.9973 Bedrock 1400 30 2156.98 4098.41 4673.78 0 4673.78 6615.75 6615.75 37 5.18144 38289.7 41.9973 Bedrock 1400 30 2084.32 3960.35 4434.65 0 4434.65 6311.21 6311.21 38 6.39015 45311.1 42.8831 Bedrock 1400 30 2016.87 3832.2 4212.7 0 4212.7 6085.78 6085.78 39 6.42114 41642.8 43.4009 Bedrock 1400 30 1898.15 3606.62 3821.98 0 3821.98 5617.03 5617.03 40 7.07047 41065.8 46.0069 Bedrock 1400 30 1923.96 3655.66 3906.91 0 3906.91 5899.71 5899.71 41 4.34833 22610.6 47.3254 Bedrock 1400 30 1802.24 3424.39 3506.35 0 3506.35 5461.16 5461.16 42 4.34833 20539 47.3254 Bedrock 1400 30 1721.54 3271.04 3240.74 0 3240.74 5108.01 5108.01 43 4.92962 20728.5 48.4002 Bedrock 1400 30 1612.61 3064.08 2882.29 0 2882.29 4698.63 4698.63 44 4.92962 17964.7 48.4002 Bedrock 1400 30 1513.07 2874.93 2554.65 0 2554.65 4258.87 4258.87 45 4.49681 13978.2 48.4002 Bedrock 1400 30 1414.23 2687.14 2229.4 0 2229.4 3822.3 3822.3 46 4.04025 10427 48.4002 Terrace Deposits 200 33 887.294 1685.92 2288.11 0 2288.11 3287.5 3287.5 47 4.26852 8619.33 48.4002 Terrace Deposits 200 33 772.55 1467.9 1952.39 0 1952.39 2822.54 2822.54 48 4.26852 6156.67 48.4002 Terrace Deposits 200 33 650.318 1235.65 1594.76 0 1594.76 2327.24 2327.24 49 3.73212 3365.09 48.4002 Terrace Deposits 200 33 531.483 1009.86 1247.07 0 1247.07 1845.69 1845.69 50 4.80496 1560.27 48.4002 Fill 275 33 426.306 810.012 823.846 0 823.846 1304.01 1304.01 13/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.90007 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 -20 -8 1996.8 0 0 2 -12.2141 -11.6347 5352.44 236.593 2.53099 3 -9.80278 -12.7604 10089.1 583.535 3.31019 4 -4.71103 -14.6675 19573.9 1692.64 4.94232 5 0.38072 -16.5746 29999.8 3444.55 6.54997 6 5.46302 -18.2219 40361.9 5760.69 8.12274 7 10.5453 -19.8692 51643.7 8787.35 9.65659 8 15.6255 -20.9999 61700.2 12154.9 11.1445 9 20.7057 -22.1307 72588.4 16200.5 12.5813 10 25.6992 -22.7684 81632.8 20260.7 13.9388 11 30.6928 -23.4062 91250.9 24856.6 15.2376 12 35.7321 -23.8455 100465 29730.6 16.4851 13 40.7715 -24.2848 110108 35067.8 17.6659 14 45.6636 -24.4448 118305 40150 18.746 15 50.5557 -24.6047 126768 45536.8 19.759 16 55.3936 -24.5714 134288 50725.1 20.6932 17 60.2316 -24.5381 142121 56152.2 21.559 18 65.9218 -23.9927 148918 61650.6 22.4891 19 71.612 -23.4474 156305 67388.7 23.3226 20 77.44 -22.4402 161854 72318.8 24.0758 21 83.268 -21.4329 167801 77276.6 24.7273 22 94.9065 -19.2964 180411 86916.4 25.7233 23 100.725 -17.4614 182708 89386.5 26.0693 24 106.544 -15.6264 185294 91635.6 26.3143 25 118.16 -10.4091 182490 90993.5 26.5018 26 126.197 -6.39187 178847 88767.7 26.3967 27 129.773 -4.6039 177381 87621.3 26.2881 28 140.059 1.05533 170629 82350.4 25.7633 29 145.201 4.09742 166155 78833.8 25.3824 30 150.343 7.13951 161625 75100.6 24.9224 31 155.482 10.6416 155090 70297.5 24.3833 32 160.622 14.1437 148522 65397.3 23.7649 33 165.755 17.8479 141201 60135.2 23.0684 34 170.887 21.552 134105 54981.7 22.2931 35 176.017 25.5036 126361 49621.7 21.4398 36 181.148 29.4553 118344 44268.4 20.5091 37 186.329 34.1202 107717 38126.3 19.4914 38 191.511 38.7852 97829.7 32537.7 18.3969 39 197.901 44.7197 85717.3 26115.7 16.9445 40 204.322 50.7921 74697.1 20540.7 15.3755 41 211.392 58.1156 59688.4 14361.1 13.5283 42 215.741 62.832 50987.6 11149.1 12.3343 43 220.089 67.5484 43188.7 8473.14 11.0998 44 225.019 73.1008 35134.8 5977.45 9.65523 45 229.948 78.6532 28409.2 4077.64 8.16801 46 234.445 83.7181 23477 2790.79 6.77913 47 238.485 88.2688 16649.4 1605.83 5.50912 48 242.754 93.0766 10560.4 766.029 4.14885 49 247.022 97.8844 5669 274.688 2.77406 50 250.755 102.088 2410.36 65.806 1.56386 51 255.56 107.5 0 0 0 14/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 15/16 Monday, June 27, 2022Slide1 A-A 8444 A5 Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 16/16 Monday, June 27, 2022Slide1 A-A 8444 A5 1.8311.8311201500840001WW 1000.00 lbs/ft21.8311.831120150084000RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalPressure150100500-50-50050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A6.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-15 1.8311.8311201500840001WW 1000.00 lbs/ft21.8311.831120150084000RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater 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+150100500-50-50050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic -Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A6.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-16 Slide1 A-A 8444 A6 Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 1.83072 ..................................................... 13 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.83072 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/17 Monday, June 27, 2022Slide1 A-A 8444 A6 File Name:Slide1 A-A 8444 A6.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:15.240s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/17 Monday, June 27, 2022Slide1 A-A 8444 A6 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 Monday, June 27, 2022Slide1 A-A 8444 A6 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 Monday, June 27, 2022Slide1 A-A 8444 A6 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/17 Monday, June 27, 2022Slide1 A-A 8444 A6 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 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 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 Monday, June 27, 2022Slide1 A-A 8444 A6 Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 Monday, June 27, 2022Slide1 A-A 8444 A6 Method: gle/morgenstern-price FS 1.830720 Axis Location: 60.939, 157.528 Left Slip Surface Endpoint: 83.833, 27.571 Right Slip Surface Endpoint: 178.641, 97.869 Resisting Moment: 2.94761e+07 lb-ft Driving Moment: 1.61008e+07 lb-ft Resisting Horizontal Force: 167049 lb Driving Horizontal Force: 91247.8 lb Total Slice Area: 2472.59 ft2 Surface Horizontal Width: 94.8076 ft Surface Average Height: 26.0801 ft 9/17 Monday, June 27, 2022Slide1 A-A 8444 A6 Method: gle/morgenstern-price X Y 83.8332 27.5709 87.9815 26.6316 92.3472 26.5708 96.7128 27.1964 100.91 28.3544 105.106 29.7805 109.151 31.5 154.182 45.2794 155.032 46.2892 158.266 50.4076 161.499 54.8372 164.706 59.534 166.89 63.0881 169.783 68.0212 172.649 73.5184 174.437 77.8876 175.386 80.5285 176.335 83.5917 177.213 87.3195 177.613 90.1138 178.014 93.0208 178.641 97.8692 10/17 Monday, June 27, 2022Slide1 A-A 8444 A6 Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 55 Not Effective Not Effective Not Effective Not Effective 0 11/17 Monday, June 27, 2022Slide1 A-A 8444 A6 Method: gle/morgenstern-price Number of Valid Surfaces:8872 Number of Invalid Surfaces:10139 Error Codes Error Code -105 reported for 556 surfaces Error Code -106 reported for 5869 surfaces Error Code -108 reported for 147 surfaces Error Code -111 reported for 3519 surfaces Error Code -112 reported for 3 surfaces Error Code -123 reported for 9 surfaces Error Code -1000 reported for 36 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 ofextremely 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 12/17 Monday, June 27, 2022Slide1 A-A 8444 A6 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.83072 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 2.07416 251.513 -12.7592 Bedrock 1400 30 876.638 1604.88 354.861 0 354.861 156.349 156.349 2 2.07416 754.54 -12.7592 Bedrock 1400 30 987.454 1807.75 706.248 0 706.248 482.643 482.643 3 2.18282 1286.68 -0.797111 Bedrock 1400 30 1015.04 1858.24 793.703 0 793.703 779.581 779.581 4 2.18282 1742.53 -0.797111 Bedrock 1400 30 1109.82 2031.76 1094.25 0 1094.25 1078.81 1078.81 5 2.18283 2160.94 8.15413 Bedrock 1400 30 1130.2 2069.08 1158.89 0 1158.89 1320.83 1320.83 6 2.18283 2541.89 8.15413 Bedrock 1400 30 1205.14 2206.28 1396.52 0 1396.52 1569.2 1569.2 7 2.09839 2773.48 15.4259 Bedrock 1400 30 1208.84 2213.05 1408.25 0 1408.25 1741.81 1741.81 8 2.09839 3067.12 15.4259 Bedrock 1400 30 1262.97 2312.14 1579.86 0 1579.86 1928.36 1928.36 9 2.0984 3346.72 18.7678 Bedrock 1400 30 1280.31 2343.88 1634.85 0 1634.85 2069.9 2069.9 10 2.0984 3612.24 18.7678 Bedrock 1400 30 1324.53 2424.84 1775.07 0 1775.07 2225.14 2225.14 11 2.02229 3715.02 23.0326 Bedrock 1400 30 1316.66 2410.44 1750.13 0 1750.13 2309.91 2309.91 12 2.02229 3927.53 23.0326 Bedrock 1400 30 1348.01 2467.83 1849.53 0 1849.53 2422.63 2422.63 13 2.14433 4505.04 17.0141 Along Bedding 500 18 654.772 1198.7 2150.39 0 2150.39 2350.75 2350.75 14 2.14433 4933.63 17.0141 Along Bedding 500 18 683.161 1250.68 2310.35 0 2310.35 2519.39 2519.39 15 2.14433 5362.23 17.0141 Along Bedding 500 18 711.174 1301.96 2468.18 0 2468.18 2685.79 2685.79 16 2.14433 5777.13 17.0141 Along Bedding 500 18 737.861 1350.82 2618.55 0 2618.55 2844.33 2844.33 17 2.14433 6048.35 17.0141 Along Bedding 500 18 753.679 1379.78 2707.67 0 2707.67 2938.29 2938.29 18 2.14433 6281.26 17.0141 Along Bedding 500 18 766.545 1403.33 2780.17 0 2780.17 3014.73 3014.73 19 2.14433 6496.77 17.0141 Along Bedding 500 18 778.071 1424.43 2845.11 0 2845.11 3083.2 3083.2 20 2.14433 6618.98 17.0141 Along Bedding 500 18 782.708 1432.92 2871.23 0 2871.23 3110.74 3110.74 21 2.14433 6727.35 17.0141 Along Bedding 500 18 786.374 1439.63 2891.88 0 2891.88 3132.51 3132.51 22 2.14433 6835.72 17.0141 Along Bedding 500 18 790.12 1446.49 2912.99 0 2912.99 3154.76 3154.76 23 2.14433 6948.63 17.0141 Along Bedding 500 18 794.309 1454.16 2936.6 0 2936.6 3179.65 3179.65 24 2.14433 7154.4 17.0141 Along Bedding 500 18 805.486 1474.62 2999.57 0 2999.57 3246.05 3246.05 25 2.14433 7396.9 17.0141 Along Bedding 500 18 819.552 1500.37 3078.83 0 3078.83 3329.61 3329.61 26 2.14433 7639.41 17.0141 Along Bedding 500 18 833.847 1526.54 3159.36 0 3159.36 3414.52 3414.52 27 2.14433 7881.91 17.0141 Along Bedding 500 18 848.409 1553.2 3241.43 0 3241.43 3501.04 3501.04 28 2.14433 8107.55 17.0141 Along Bedding 500 18 862.043 1578.16 3318.22 0 3318.22 3582.01 3582.01 29 2.14433 8315.75 17.0141 Along Bedding 500 18 874.721 1601.37 3389.68 0 3389.68 3657.35 3657.35 30 2.14433 8523.95 17.0141 Along Bedding 500 18 887.782 1625.28 3463.25 0 3463.25 3734.91 3734.91 31 2.14433 8732.15 17.0141 Along Bedding 500 18 901.247 1649.93 3539.11 0 3539.11 3814.89 3814.89 32 2.14433 8940.36 17.0141 Along Bedding 500 18 915.143 1675.37 3617.43 0 3617.43 3897.47 3897.47 33 2.14433 9148.56 17.0141 Along Bedding 500 18 929.509 1701.67 3698.37 0 3698.37 3982.8 3982.8 34 0.850143 3652.82 49.9042 Bedrock 1400 30 1406.33 2574.59 2034.46 0 2034.46 3704.77 3704.77 35 1.6168 6850.16 51.8626 Bedrock 1400 30 1366.63 2501.91 1908.56 0 1908.56 3649.14 3649.14 36 1.6168 6715.58 51.8626 Bedrock 1400 30 1358.07 2486.25 1881.43 0 1881.43 3611.12 3611.12 37 1.6168 6568.41 53.8706 Bedrock 1400 30 1315.21 2407.79 1745.54 0 1745.54 3547.21 3547.21 38 1.6168 6408.68 53.8706 Bedrock 1400 30 1305.27 2389.58 1714 0 1714 3502.04 3502.04 39 1.6034 6145.38 55.6765 Bedrock 1400 30 1260.18 2307.04 1571.03 0 1571.03 3416.76 3416.76 13/17 Monday, June 27, 2022Slide1 A-A 8444 A6 40 1.6034 5878.36 55.6765 Bedrock 1400 30 1238.61 2267.55 1502.63 0 1502.63 3316.77 3316.77 41 2.18409 7538.83 58.4278 Bedrock 1400 30 1165.85 2134.35 1271.93 0 1271.93 3169.06 3169.06 42 2.89286 9070.49 59.6117 Bedrock 1400 30 1102.95 2019.2 1072.48 0 1072.48 2953.29 2953.29 43 2.86642 7844.25 62.4613 Bedrock 1400 30 998.439 1827.86 741.078 0 741.078 2655.9 2655.9 44 1.78772 4187.53 67.7474 Bedrock 1400 30 848.843 1553.99 266.724 0 266.724 2341.3 2341.3 45 0.948806 1945.21 70.2375 Bedrock 1400 30 755.926 1383.89 -27.9045 0 -27.9045 2076.08 2076.08 46 0.948814 1684.74 72.7898 Terrace Deposits 200 33 327.412 599.399 615.022 0 615.022 1672.05 1672.05 47 0.878515 1237.02 76.7395 Terrace Deposits 200 33 237.185 434.22 360.666 0 360.666 1367.13 1367.13 48 0.400245 418.13 81.8486 Terrace Deposits 200 33 138.413 253.395 82.2206 0 82.2206 1048.54 1048.54 49 0.400245 288.213 82.1607 Terrace Deposits 200 33 103.682 189.813 -15.6873 0 -15.6873 737.367 737.367 50 0.627117 173.841 82.63 Terrace Deposits 200 33 56.7284 103.854 -148.052 0 -148.052 290.532 290.532 14/17 Monday, June 27, 2022Slide1 A-A 8444 A6 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.83072 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 83.8332 27.5709 0 0 0 2 85.9074 27.1012 1984.97 72.7785 2.0998 3 87.9815 26.6316 4364.83 319.315 4.1841 4 90.1643 26.6012 6604.58 734.321 6.34429 5 92.3472 26.5708 9060.36 1346.63 8.45391 6 94.53 26.8836 11164.9 2068.84 10.4978 7 96.7128 27.1964 13358.8 2952.26 12.4619 8 98.8112 27.7754 15080 3833.78 14.2641 9 100.91 28.3544 16815.5 4813.12 15.9728 10 103.008 29.0674 18336.4 5809.9 17.5808 11 105.106 29.7805 19850.1 6866.92 19.0825 12 107.129 30.6402 21008.1 7823.22 20.4249 13 109.151 31.5 22144 8794.97 21.6616 14 111.295 32.1562 22137 9330.72 22.8554 15 113.44 32.8123 22086 9799.5 23.9267 16 115.584 33.4685 21991.4 10196.5 24.8752 17 117.728 34.1247 21855.5 10518.6 25.7005 18 119.873 34.7808 21694.9 10770.9 26.4031 19 122.017 35.437 21514.4 10954.2 26.9832 20 124.161 36.0931 21316 11068.8 27.4416 21 126.306 36.7493 21110.4 11120.3 27.7789 22 128.45 37.4055 20899.1 11110 27.9952 23 130.594 38.0616 20682 11039.2 28.0915 24 132.739 38.7178 20458.3 10908.8 28.0675 25 134.883 39.374 20217.4 10715 27.9231 26 137.027 40.0301 19954.6 10457.8 27.6581 27 139.172 40.6863 19669.5 10140.3 27.2727 28 141.316 41.3425 19361.9 9765.76 26.7655 29 143.46 41.9986 19033.1 9339.21 26.1364 30 145.605 42.6548 18684.6 8866.01 25.3848 31 147.749 43.311 18315.9 8350.93 24.5101 32 149.893 43.9671 17926.2 7799.16 23.5124 33 152.038 44.6233 17515 7216.24 22.3918 34 154.182 45.2794 17081.4 6608.11 21.1495 35 155.032 46.2892 16222.7 6105.32 20.6235 36 156.649 48.3484 14502.2 5155.9 19.5716 37 158.266 50.4076 12823.7 4279.1 18.4532 38 159.882 52.6224 11084.1 3445.96 17.2701 39 161.499 54.8372 9398.29 2699.23 16.0243 40 163.103 57.1856 7729.4 2032.06 14.7297 41 164.706 59.534 6186.57 1471.49 13.3793 42 166.89 63.0881 4212.4 853.718 11.4568 43 169.783 68.0212 2112.5 326.304 8.78071 44 172.649 73.5184 900.547 94.8269 6.01105 45 174.437 77.8876 1252.67 92.8575 4.23945 46 175.386 80.5285 2043.59 117.447 3.28922 47 176.335 83.5917 470.326 19.1694 2.33395 48 177.213 87.3195 -665.815 -16.8093 1.44619 49 177.613 90.1138 -840.164 -15.267 1.04103 50 178.014 93.0208 -753.062 -8.35406 0.635582 51 178.641 97.8692 0 0 0 15/17 Monday, June 27, 2022Slide1 A-A 8444 A6 Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 16/17 Monday, June 27, 2022Slide1 A-A 8444 A6 Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 17/17 Monday, June 27, 2022Slide1 A-A 8444 A6 1.2221.2221WW 1000.00 lbs/ft21.2221.222 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+150100500-50-50050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A7.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-17 1.2221.2221WW 1000.00 lbs/ft21.2221.222 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120Qal150100500-50-50050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Weak Seam Along Bedding through caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A7.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-18 Slide1 A-A 8444 A7 Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 1.22198 ..................................................... 14 Interslice Data ........................................................................................................................................................16 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.22198 ..................................................... 16 Entity Information ...................................................................................................................................................17 Group 1 .................................................................................................................................................. 17 Shared Entities ...........................................................................................................................17 Scenario-based Entities ...............................................................................................................18 2/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 File Name:Slide1 A-A 8444 A7.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:24.105s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 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, July 7, 2022Slide1 A-A 8444 A7 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 [ft]:18 Minimum Depth:Not Defined Minimum Area:Not Defined Minimum Weight:Not Defined 5/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 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 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 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 Thursday, July 7, 2022Slide1 A-A 8444 A7 Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 Thursday, July 7, 2022Slide1 A-A 8444 A7 Method: gle/morgenstern-price FS 1.221980 Axis Location: 58.606, 158.334 Left Slip Surface Endpoint: 82.220, 26.050 Right Slip Surface Endpoint: 178.601, 97.855 Resisting Moment: 2.8208e+07 lb-ft Driving Moment: 2.30839e+07 lb-ft Resisting Horizontal Force: 162689 lb Driving Horizontal Force: 133136 lb Active Support Moment: -5.19197 lb-ft Active Horizontal Support Force: -0.00435166 lb Maximum Single Support Force: 0.0413047 lb Total Support Force: 0.0413047 lb Total Slice Area: 2592.2 ft2 Surface Horizontal Width: 96.3812 ft Surface Average Height: 26.8953 ft 10/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Method: gle/morgenstern-price X Y 82.22 26.05 86.211 25.3138 90.2134 25.4634 95.4084 26.6425 99.8385 27.9729 104.269 29.4529 109.151 31.5 160.102 47.0909 160.663 47.8932 163.37 51.6719 166.078 56.0468 168.268 59.9097 170.459 64.5158 173.008 69.913 174.278 73.1482 175.548 76.6797 176.565 81.0504 177.582 88.2214 178.092 93.0471 178.601 97.8548 11/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS (ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 55 0.000165205 54.9998 0.000165205 54.9998 0.0413047 12/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Method: gle/morgenstern-price Number of Valid Surfaces:6593 Number of Invalid Surfaces:12417 Error Codes Error Code -105 reported for 2174 surfaces Error Code -106 reported for 3430 surfaces Error Code -108 reported for 157 surfaces Error Code -111 reported for 2303 surfaces Error Code -112 reported for 27 surfaces Error Code -115 reported for 4310 surfaces Error Code -1000 reported for 16 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 ofextremely 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. -115 = Surface too shallow, below the minimum depth. -1000 = No valid slip surface is generated 13/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.22198 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 1.99552 224.442 -10.451 Bedrock 1400 30 1369.78 1673.85 474.318 0 474.318 221.655 221.655 2 1.99552 673.325 -10.451 Bedrock 1400 30 1621.98 1982.03 1008.11 0 1008.11 708.929 708.929 3 2.00116 1081.6 2.14024 Bedrock 1400 30 1642.63 2007.26 1051.8 0 1051.8 1113.19 1113.19 4 2.00116 1444.2 2.14024 Bedrock 1400 30 1847.25 2257.3 1484.89 0 1484.89 1553.92 1553.92 5 2.59751 2351.39 12.7875 Bedrock 1400 30 1831.81 2238.43 1452.21 0 1452.21 1867.96 1867.96 6 2.59751 2834.37 12.7875 Bedrock 1400 30 2015.88 2463.37 1841.82 0 1841.82 2299.35 2299.35 7 2.21507 2780.61 16.7156 Bedrock 1400 30 2068.05 2527.11 1952.21 0 1952.21 2573.27 2573.27 8 2.21507 3095.85 16.7156 Bedrock 1400 30 2189 2674.92 2208.23 0 2208.23 2865.61 2865.61 9 2.21504 3402.75 18.4731 Bedrock 1400 30 2241.7 2739.31 2319.75 0 2319.75 3068.64 3068.64 10 2.21504 3701.42 18.4731 Bedrock 1400 30 2336.42 2855.06 2520.23 0 2520.23 3300.77 3300.77 11 2.4412 4399.92 22.7475 Bedrock 1400 30 2259.33 2760.85 2357.07 0 2357.07 3304.37 3304.37 12 2.4412 4712.71 22.7475 Bedrock 1400 30 2316.07 2830.19 2477.17 0 2477.17 3448.26 3448.26 13 2.03803 4271.62 17.0141 Along Bedding 500 18 1036 1265.97 2357.4 0 2357.4 2674.42 2674.42 14 2.03803 4658.77 17.0141 Along Bedding 500 18 1049.31 1282.23 2407.46 0 2407.46 2728.55 2728.55 15 2.03803 5045.93 17.0141 Along Bedding 500 18 1061.15 1296.7 2452 0 2452 2776.71 2776.71 16 2.03803 5430.06 17.0141 Along Bedding 500 18 1071.7 1309.6 2491.69 0 2491.69 2819.63 2819.63 17 2.03803 5699.15 17.0141 Along Bedding 500 18 1072.01 1309.98 2492.85 0 2492.85 2820.89 2820.89 18 2.03803 5909.54 17.0141 Along Bedding 500 18 1067.59 1304.57 2476.21 0 2476.21 2802.89 2802.89 19 2.03803 6117.87 17.0141 Along Bedding 500 18 1063.61 1299.71 2461.25 0 2461.25 2786.71 2786.71 20 2.03803 6252.58 17.0141 Along Bedding 500 18 1054.49 1288.57 2426.96 0 2426.96 2749.63 2749.63 21 2.03803 6350.47 17.0141 Along Bedding 500 18 1043.62 1275.28 2386.08 0 2386.08 2705.42 2705.42 22 2.03803 6448.36 17.0141 Along Bedding 500 18 1034.23 1263.81 2350.76 0 2350.76 2667.24 2667.24 23 2.03803 6546.25 17.0141 Along Bedding 500 18 1026.48 1254.34 2321.62 0 2321.62 2635.73 2635.73 24 2.03803 6673.82 17.0141 Along Bedding 500 18 1022.95 1250.03 2308.35 0 2308.35 2621.38 2621.38 25 2.03803 6887.41 17.0141 Along Bedding 500 18 1028.46 1256.76 2329.05 0 2329.05 2643.76 2643.76 26 2.03803 7106.47 17.0141 Along Bedding 500 18 1036.66 1266.78 2359.91 0 2359.91 2677.13 2677.13 27 2.03803 7325.52 17.0141 Along Bedding 500 18 1047.36 1279.86 2400.15 0 2400.15 2720.64 2720.64 28 2.03803 7543.9 17.0141 Along Bedding 500 18 1060.72 1296.18 2450.38 0 2450.38 2774.96 2774.96 29 2.03803 7741.67 17.0141 Along Bedding 500 18 1075.23 1313.91 2504.96 0 2504.96 2833.99 2833.99 30 2.03803 7929.74 17.0141 Along Bedding 500 18 1091.94 1334.33 2567.8 0 2567.8 2901.94 2901.94 31 2.03803 8117.82 17.0141 Along Bedding 500 18 1111.79 1358.58 2642.44 0 2642.44 2982.65 2982.65 32 2.03803 8305.89 17.0141 Along Bedding 500 18 1134.89 1386.81 2729.32 0 2729.32 3076.59 3076.59 33 2.03803 8493.96 17.0141 Along Bedding 500 18 1161.33 1419.13 2828.78 0 2828.78 3184.15 3184.15 34 2.03803 8682.03 17.0141 Along Bedding 500 18 1191.2 1455.62 2941.09 0 2941.09 3305.6 3305.6 35 2.03803 8870.11 17.0141 Along Bedding 500 18 1224.52 1496.34 3066.42 0 3066.42 3441.12 3441.12 36 2.03803 9058.18 17.0141 Along Bedding 500 18 1261.32 1541.31 3204.82 0 3204.82 3590.78 3590.78 14/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 37 2.03803 9246.25 17.0141 Along Bedding 500 18 1301.58 1590.51 3356.24 0 3356.24 3754.53 3754.53 38 0.56079 2559.54 55.0466 Bedrock 1400 30 1714.95 2095.63 1204.87 0 1204.87 3658.31 3658.31 39 2.70732 12016.9 54.3794 Bedrock 1400 30 1735.17 2120.34 1247.66 0 1247.66 3669.48 3669.48 40 2.70773 11240.1 58.2457 Bedrock 1400 30 1619.4 1978.87 1002.63 0 1002.63 3619.11 3619.11 41 2.19036 8418.75 60.4456 Bedrock 1400 30 1539.47 1881.2 833.461 0 833.461 3548.44 3548.44 42 2.19069 7696.74 64.5641 Bedrock 1400 30 1393.8 1703.2 525.151 0 525.151 3455.74 3455.74 43 2.54944 7939.38 64.7155 Bedrock 1400 30 1334.94 1631.28 400.582 0 400.582 3226.66 3226.66 44 1.27016 3510.57 68.5653 Bedrock 1400 30 1168.99 1428.49 49.3378 0 49.3378 3026.95 3026.95 45 1.27016 3149.54 70.218 Bedrock 1400 30 1062.41 1298.24 -176.257 0 -176.257 2777.6 2777.6 46 0.913401 1966.8 76.9028 Bedrock 1400 30 781.617 955.12 -770.556 0 -770.556 2588.98 2588.98 47 0.103457 201.948 76.9028 Terrace Deposits 200 33 348.433 425.778 347.669 0 347.669 1845.3 1845.3 48 1.0172 1545.67 81.9266 Terrace Deposits 200 33 204.517 249.916 76.8641 0 76.8641 1518.68 1518.68 49 0.509365 424.345 83.9745 Terrace Deposits 200 33 106.902 130.632 -106.818 0 -106.818 905.948 905.948 50 0.509354 141.263 83.9524 Terrace Deposits 200 33 54.9952 67.203 -204.489 0 -204.489 314.604 314.604 15/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.22198 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 82.22 26.05 0 0 0 2 84.2155 25.6819 2851.93 217.869 4.36854 3 86.211 25.3138 6291.39 959.212 8.6688 4 88.2122 25.3886 9229.52 2105.27 12.8494 5 90.2134 25.4634 12454.1 3770.73 16.8447 6 92.8109 26.053 15768.3 6271.4 21.6888 7 95.4084 26.6425 19210.2 9409.63 26.0968 8 97.6235 27.3077 21797.3 12329 29.4934 9 99.8385 27.9729 24403.3 15580.7 32.5569 10 102.054 28.7129 26801.5 18975.1 35.298 11 104.269 29.4529 29186.5 22585 37.7333 12 106.71 30.4764 31189.5 26251.7 40.0868 13 109.151 31.5 33129.8 29956.8 42.1207 14 111.189 32.1236 32703.2 31135.7 43.5934 15 113.227 32.7473 32175.6 32037.8 44.877 16 115.265 33.3709 31547.6 32650.9 45.9846 17 117.303 33.9945 30820.4 32967.3 46.9277 18 119.341 34.6182 30025.8 33017.2 47.7167 19 121.379 35.2418 29179.9 32820 48.3601 20 123.417 35.8655 28283.2 32381.5 48.8648 21 125.455 36.4891 27355.7 31732.7 49.2365 22 127.493 37.1127 26406.9 30896 49.4794 23 129.531 37.7364 25436.6 29883.5 49.5958 24 131.569 38.36 24444.2 28708.9 49.5873 25 133.607 38.9836 23421 27377.6 49.4537 26 135.645 39.6073 22342.8 25878.2 49.1932 27 137.683 40.2309 21207.2 24227.8 48.8035 28 139.721 40.8546 20013.5 22447 48.2802 29 141.759 41.4782 18761.2 20558.6 47.6173 30 143.798 42.1018 17455 18592.7 46.8077 31 145.836 42.7255 16096.6 16577.2 45.8427 32 147.874 43.3491 14685.1 14538.1 44.7118 33 149.912 43.9727 13219.5 12502.4 43.4031 34 151.95 44.5964 11698.7 10497.8 41.9031 35 153.988 45.22 10121.7 8552.71 40.1974 36 156.026 45.8437 8487.51 6695.74 38.2697 37 158.064 46.4673 6794.96 4955.7 36.104 38 160.102 47.0909 5043.01 3361.32 33.6847 39 160.663 47.8932 4398.21 2853.24 32.9726 40 163.37 51.6719 1377.15 770.97 29.2414 41 166.078 56.0468 -1434.37 -669.221 25.0119 42 168.268 59.9097 -3386.61 -1315.42 21.2271 43 170.459 64.5158 -4676.29 -1441.64 17.1339 44 173.008 69.913 -5419.75 -1154.86 12.0289 45 174.278 73.1482 -4972.2 -820.723 9.37286 46 175.548 76.6797 -3787.7 -442.243 6.65957 47 176.462 80.6057 -540.292 -44.2456 4.68162 48 176.565 81.0504 -709.33 -55.2837 4.4565 49 177.582 88.2214 -1438.91 -56.1456 2.23452 50 178.092 93.0471 -975.08 -19.026 1.11783 51 178.601 97.8548 0 0 0 16/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 17/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Thursday, July 7, 2022Slide1 A-A 8444 A7 1.6461.6461WW 1000.00 lbs/ft21.6461.646RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMinFSMethod Name1.646GLE / Morgenstern‐Price30020010000100200300400500600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A10.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-19 1.6461.6461WW 1000.00 lbs/ft21.6461.646RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMinFSMethod Name1.646GLE / 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+30020010000100200300400500ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A10.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-20 Slide1 A-A 8444 A10 Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 1.64609 ..................................................... 13 Interslice Data ........................................................................................................................................................15 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.64609 ..................................................... 15 Entity Information ...................................................................................................................................................16 Group 1 .................................................................................................................................................. 16 Shared Entities ...........................................................................................................................16 Scenario-based Entities ...............................................................................................................17 2/17 Monday, June 27, 2022Slide1 A-A 8444 A10 File Name:Slide1 A-A 8444 A10.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:08.80s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/17 Monday, June 27, 2022Slide1 A-A 8444 A10 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 Monday, June 27, 2022Slide1 A-A 8444 A10 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 Monday, June 27, 2022Slide1 A-A 8444 A10 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 6/17 Monday, June 27, 2022Slide1 A-A 8444 A10 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 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 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 Monday, June 27, 2022Slide1 A-A 8444 A10 Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 Monday, June 27, 2022Slide1 A-A 8444 A10 Method: gle/morgenstern-price FS 1.646090 Axis Location: 68.201, 266.984 Left Slip Surface Endpoint: 59.941, 12.190 Right Slip Surface Endpoint: 267.080, 107.500 Resisting Moment: 1.73843e+08 lb-ft Driving Moment: 1.05609e+08 lb-ft Resisting Horizontal Force: 589281 lb Driving Horizontal Force: 357988 lb Total Slice Area: 9319.29 ft2 Surface Horizontal Width: 207.139 ft Surface Average Height: 44.9906 ft 9/17 Monday, June 27, 2022Slide1 A-A 8444 A10 Method: gle/morgenstern-price X Y 59.9413 12.1904 67.9794 8.7441 78.4959 6.56722 89.0116 6.34125 99.0781 7.23415 109.25 9.20876 119.437 12.4647 130.034 16.0854 140.626 19.913 220.626 47.413 227.106 55.4167 233.807 63.6934 240.441 71.8875 247.243 80.981 253.54 89.3983 260.126 98.2029 263.419 102.605 267.08 107.5 10/17 Monday, June 27, 2022Slide1 A-A 8444 A10 Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 55 Not Effective Not Effective Not Effective Not Effective 0 11/17 Monday, June 27, 2022Slide1 A-A 8444 A10 Method: gle/morgenstern-price Number of Valid Surfaces:9739 Number of Invalid Surfaces:9268 Error Codes Error Code -105 reported for 993 surfaces Error Code -106 reported for 3739 surfaces Error Code -108 reported for 181 surfaces Error Code -111 reported for 4264 surfaces Error Code -1000 reported for 91 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 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 12/17 Monday, June 27, 2022Slide1 A-A 8444 A10 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.64609 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 4.01906 630.073 -23.2068 Bedrock 1400 30 1082.48 1781.86 661.396 0 661.396 197.292 197.292 2 4.01906 2328.84 -23.2068 Bedrock 1400 30 1302.24 2143.6 1287.96 0 1287.96 729.632 729.632 3 5.25825 5552.34 -11.6949 Bedrock 1400 30 1416.69 2331.99 1614.26 0 1614.26 1321.01 1321.01 4 5.25825 7981.87 -11.6949 Bedrock 1400 30 1660.61 2733.52 2309.71 0 2309.71 1965.97 1965.97 5 5.25786 9974.58 -1.23101 Bedrock 1400 30 1717.76 2827.59 2472.66 0 2472.66 2435.75 2435.75 6 5.25786 12396.4 -1.23101 Bedrock 1400 30 1940.15 3193.66 3106.72 0 3106.72 3065.03 3065.03 7 5.03325 14224.6 5.06889 Bedrock 1400 30 2047.8 3370.86 3413.63 0 3413.63 3595.27 3595.27 8 5.03325 16388.4 5.06889 Bedrock 1400 30 2239.76 3686.84 3960.91 0 3960.91 4159.57 4159.57 9 5.08604 18621.8 10.9857 Bedrock 1400 30 2286.83 3764.33 4095.15 0 4095.15 4539.07 4539.07 10 5.08604 20560.1 10.9857 Bedrock 1400 30 2438.97 4014.77 4528.91 0 4528.91 5002.37 5002.37 11 5.09339 22799.5 17.7253 Bedrock 1400 30 2431.5 4002.46 4507.6 0 4507.6 5284.77 5284.77 12 5.09339 25048.1 17.7253 Bedrock 1400 30 2576.04 4240.4 4919.72 0 4919.72 5743.09 5743.09 13 5.2987 27492 18.8631 Bedrock 1400 30 2630.46 4329.98 5074.88 0 5074.88 5973.6 5973.6 14 5.2987 28228.2 18.8631 Bedrock 1400 30 2670.54 4395.95 5189.13 0 5189.13 6101.54 6101.54 15 5.29582 28891 19.8688 Bedrock 1400 30 2673.27 4400.45 5196.95 0 5196.95 6163.01 6163.01 16 5.29582 30147.6 19.8688 Bedrock 1400 30 2736.25 4504.11 5376.49 0 5376.49 6365.31 6365.31 17 4.21053 24883.8 18.9704 Along Bedding 500 18 1382.7 2276.05 5466.1 0 5466.1 5941.41 5941.41 18 4.21053 25621.5 18.9704 Along Bedding 500 18 1402.72 2309.01 5567.58 0 5567.58 6049.76 6049.76 19 4.21053 26357.3 18.9704 Along Bedding 500 18 1422.98 2342.36 5670.2 0 5670.2 6159.35 6159.35 20 4.21053 27093.2 18.9704 Along Bedding 500 18 1443.62 2376.33 5774.75 0 5774.75 6270.99 6270.99 21 4.21053 27828.7 18.9704 Along Bedding 500 18 1464.7 2411.03 5881.55 0 5881.55 6385.04 6385.04 22 4.21053 28251.3 18.9704 Along Bedding 500 18 1473.43 2425.4 5925.75 0 5925.75 6432.24 6432.24 23 4.21053 28396.9 18.9704 Along Bedding 500 18 1471.34 2421.96 5915.17 0 5915.17 6420.94 6420.94 24 4.21053 28542.6 18.9704 Along Bedding 500 18 1469.86 2419.53 5907.69 0 5907.69 6412.96 6412.96 25 4.21053 28688.3 18.9704 Along Bedding 500 18 1469.03 2418.15 5903.45 0 5903.45 6408.42 6408.42 26 4.21053 31580.1 18.9704 Along Bedding 500 18 1582.17 2604.39 6476.65 0 6476.65 7020.52 7020.52 27 4.21053 31442.8 18.9704 Along Bedding 500 18 1571.28 2586.47 6421.49 0 6421.49 6961.62 6961.62 28 4.21053 31045.6 18.9704 Along Bedding 500 18 1550.37 2552.05 6315.57 0 6315.57 6848.51 6848.51 29 4.21053 31412.3 18.9704 Along Bedding 500 18 1561.8 2570.87 6373.49 0 6373.49 6910.36 6910.36 30 4.21053 30819.4 18.9704 Along Bedding 500 18 1534.22 2525.47 6233.77 0 6233.77 6761.16 6761.16 31 4.21053 30190.5 18.9704 Along Bedding 500 18 1505.75 2478.6 6089.51 0 6089.51 6607.11 6607.11 32 4.21053 29561.7 18.9704 Along Bedding 500 18 1620.93 2668.2 6673.04 0 6673.04 7230.24 7230.24 33 4.21053 28932.8 18.9704 Along Bedding 500 18 1626.97 2678.14 6703.63 0 6703.63 7262.9 7262.9 34 4.21053 28304 18.9704 Along Bedding 500 18 1601.08 2635.53 6572.49 0 6572.49 7122.86 7122.86 35 4.21053 27675.1 18.9704 Along Bedding 500 18 1575.74 2593.81 6444.1 0 6444.1 6985.77 6985.77 36 3.23987 20399.2 51.0068 Bedrock 1400 30 2114.1 3480 3602.65 0 3602.65 6213.98 6213.98 37 3.23987 19091.1 51.0068 Bedrock 1400 30 2045.46 3367.01 3406.96 0 3406.96 5933.5 5933.5 38 3.35063 18367.9 51.0042 Bedrock 1400 30 1974.7 3250.53 3205.22 0 3205.22 5644.13 5644.13 39 3.35063 16969.5 51.0042 Bedrock 1400 30 1901.37 3129.82 2996.13 0 2996.13 5344.48 5344.48 40 3.31724 15428.8 51.0042 Bedrock 1400 30 1827.14 3007.64 2784.53 0 2784.53 5041.2 5041.2 41 3.31724 14066.1 51.0042 Bedrock 1400 30 1751.5 2883.12 2568.84 0 2568.84 4732.09 4732.09 13/17 Monday, June 27, 2022Slide1 A-A 8444 A10 42 3.401 12947.5 53.2031 Bedrock 1400 30 1623.78 2672.89 2204.71 0 2204.71 4375.51 4375.51 43 3.401 11397.3 53.2031 Bedrock 1400 30 1537.39 2530.69 1958.41 0 1958.41 4013.72 4013.72 44 2.23583 6648.07 53.2031 Bedrock 1400 30 1463.31 2408.74 1747.19 0 1747.19 3703.46 3703.46 45 4.06045 10142.6 53.2031 Terrace Deposits 200 33 900.71 1482.65 1975.1 0 1975.1 3179.24 3179.24 46 3.29297 6283.18 53.2031 Terrace Deposits 200 33 777.643 1280.07 1663.16 0 1663.16 2702.77 2702.77 47 3.29297 4543.59 53.2031 Terrace Deposits 200 33 662.643 1090.77 1371.67 0 1371.67 2257.54 2257.54 48 2.90607 2564.74 53.2031 Terrace Deposits 200 33 550.005 905.357 1086.15 0 1086.15 1821.44 1821.44 49 0.386826 239.218 53.2031 Fill 275 33 518.85 854.073 891.693 0 891.693 1585.33 1585.33 50 3.66141 1075.33 53.2031 Fill 275 33 438.164 721.257 687.176 0 687.176 1272.95 1272.95 14/17 Monday, June 27, 2022Slide1 A-A 8444 A10 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.64609 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 59.9413 12.1904 0 0 0 2 63.9603 10.4672 5490.2 162.859 1.6991 3 67.9794 8.7441 12943.3 766.461 3.38892 4 73.2376 7.65566 22149.6 2160.32 5.57062 5 78.4959 6.56722 33395.4 4516.06 7.70139 6 83.7537 6.45424 42706.5 7348.25 9.76294 7 89.0116 6.34125 53258.6 11067.4 11.7393 8 94.0449 6.7877 62041.6 14938.6 13.5382 9 99.0781 7.23415 71546.4 19486.4 15.2355 10 104.164 8.22146 79134.2 23950.5 16.8388 11 109.25 9.20876 87067.4 28832.6 18.3224 12 114.344 10.8367 92113.6 32950.6 19.683 13 119.437 12.4647 97225.2 37154.2 20.9141 14 124.736 14.2751 101976 41314.5 22.0548 15 130.034 16.0854 106732 45416.5 23.0507 16 135.33 17.9992 110943 49163.7 23.9002 17 140.626 19.913 115145 52725.6 24.6033 18 144.837 21.3604 113055 52858.2 25.0582 19 149.047 22.8077 110903 52709.4 25.4206 20 153.258 24.2551 108688 52286.2 25.6907 21 157.468 25.7025 106408 51597.2 25.8687 22 161.679 27.1498 104062 50652.9 25.9548 23 165.889 28.5972 101689 49484.8 25.9489 24 170.1 30.0446 99322.9 48123.4 25.8509 25 174.31 31.4919 96961.1 46582.8 25.6609 26 178.521 32.9393 94602 44877.4 25.3788 27 182.731 34.3867 91889.7 42857.4 25.0044 28 186.942 35.8341 89211.3 40726.6 24.5376 29 191.152 37.2814 86598.2 38516.8 23.9783 30 195.363 38.7288 83949.4 36200.7 23.3267 31 199.573 40.1762 81386.8 33849.3 22.5827 32 203.784 41.6235 78913 31478.2 21.7469 33 207.994 43.0709 76079.6 28930.2 20.8199 34 212.205 44.5183 73227.4 26367.4 19.8027 35 216.415 45.9656 70455.9 23843.9 18.697 36 220.626 47.413 67763.6 21371.9 17.5047 37 223.866 51.4149 60195.6 17865.2 16.5301 38 227.106 55.4167 53188.4 14758 15.5076 39 230.456 59.5551 46540.7 11950.8 14.4014 40 233.807 63.6934 40512.5 9537.99 13.2481 41 237.124 67.7905 35165.2 7514.78 12.0626 42 240.441 71.8875 30450.6 5828.99 10.8367 43 243.842 76.4343 25948.8 4361.61 9.54138 44 247.243 80.981 22273.1 3213.97 8.21101 45 249.479 83.97 20322.4 2610.37 7.31945 46 253.54 89.3983 13258.1 1316.5 5.67075 47 256.833 93.8006 8497.14 640.471 4.31051 48 260.126 98.2029 4640.71 237.904 2.93467 49 263.032 102.088 2019.27 60.3331 1.71141 50 263.419 102.605 1758.85 47.5358 1.54814 51 267.08 107.5 0 0 0 15/17 Monday, June 27, 2022Slide1 A-A 8444 A10 Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 16/17 Monday, June 27, 2022Slide1 A-A 8444 A10 Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 17/17 Monday, June 27, 2022Slide1 A-A 8444 A10 1.0861.0861WW 1000.00 lbs/ft21.0861.086 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.086GLE / Morgenstern‐Price30020010000100200300400500600ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisSeismic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A9.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-21 1.0861.0861WW 1000.00 lbs/ft21.0861.086 0.25RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name1CustomWater Surface301400Mohr‐Coulomb100Bedrock0None33200Mohr‐Coulomb120Terrace Deposits0None33275Mohr‐Coulomb120Fill0None18500Mohr‐Coulomb100Along Bedding1CustomWater Surface26150Mohr‐Coulomb120QalMin FSMethod Name1.086GLE / 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 A-A'AnalysisSeismic - Weak Seam Along Bedding below caissonsDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A9.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-22 Slide1 A-A 8444 A9 Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 1.0859 ....................................................... 14 Interslice Data ........................................................................................................................................................16 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.0859 ....................................................... 16 Entity Information ...................................................................................................................................................17 Group 1 .................................................................................................................................................. 17 Shared Entities ...........................................................................................................................17 Scenario-based Entities ...............................................................................................................18 2/18 Monday, June 27, 2022Slide1 A-A 8444 A9 File Name:Slide1 A-A 8444 A9.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:11.695s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/18 Monday, June 27, 2022Slide1 A-A 8444 A9 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 Monday, June 27, 2022Slide1 A-A 8444 A9 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 Monday, June 27, 2022Slide1 A-A 8444 A9 Advanced seismic analysis:No Staged pseudostatic analysis:No Seismic Load Coefficient (Horizontal):0.25 6/18 Monday, June 27, 2022Slide1 A-A 8444 A9 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/18 Monday, June 27, 2022Slide1 A-A 8444 A9 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 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 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 Monday, June 27, 2022Slide1 A-A 8444 A9 Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 Monday, June 27, 2022Slide1 A-A 8444 A9 Method: gle/morgenstern-price FS 1.085900 Axis Location: 73.588, 270.761 Left Slip Surface Endpoint: 62.770, 13.083 Right Slip Surface Endpoint: 273.240, 107.500 Resisting Moment: 1.71236e+08 lb-ft Driving Moment: 1.5769e+08 lb-ft Resisting Horizontal Force: 590428 lb Driving Horizontal Force: 543722 lb Total Slice Area: 9340.11 ft2 Surface Horizontal Width: 210.47 ft Surface Average Height: 44.3775 ft 10/18 Monday, June 27, 2022Slide1 A-A 8444 A9 Method: gle/morgenstern-price X Y 62.77 13.083 72.0386 11.0428 81.561 9.83068 91.0938 9.60558 100.626 10.3461 110.362 12.0979 120.484 14.3997 130.633 16.9245 140.626 19.913 220.553 47.3878 227.008 54.0606 234.015 61.3406 241.02 69.2717 246.215 75.1544 250.766 80.5594 253.934 84.3563 257.773 88.9586 262.049 94.0846 266.325 99.2106 269.782 103.355 273.24 107.5 11/18 Monday, June 27, 2022Slide1 A-A 8444 A9 Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 55 Not Effective Not Effective Not Effective Not Effective 0 12/18 Monday, June 27, 2022Slide1 A-A 8444 A9 Method: gle/morgenstern-price Number of Valid Surfaces:10484 Number of Invalid Surfaces:8523 Error Codes Error Code -105 reported for 1302 surfaces Error Code -106 reported for 4380 surfaces Error Code -108 reported for 211 surfaces Error Code -111 reported for 2532 surfaces Error Code -112 reported for 2 surfaces Error Code -1000 reported for 96 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 Monday, June 27, 2022Slide1 A-A 8444 A9 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.0859 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 4.63429 1013.97 -12.4138 Bedrock 1400 30 1657.64 1800.03 692.864 0 692.864 327.991 327.991 2 4.63429 3041.92 -12.4138 Bedrock 1400 30 2089.46 2268.95 1505.06 0 1505.06 1045.14 1045.14 3 4.76122 5073.31 -7.25441 Bedrock 1400 30 2384.76 2589.61 2060.46 0 2060.46 1756.9 1756.9 4 4.76122 6722.87 -7.25441 Bedrock 1400 30 2811.53 3053.04 2863.15 0 2863.15 2505.26 2505.26 5 4.76638 8540.03 -1.35271 Bedrock 1400 30 3008.59 3267.03 3233.79 0 3233.79 3162.75 3162.75 6 4.76638 10727.9 -1.35271 Bedrock 1400 30 3494.45 3794.62 4147.61 0 4147.61 4065.09 4065.09 7 4.76635 12808.3 4.44202 Bedrock 1400 30 3609 3919.01 4363.06 0 4363.06 4643.42 4643.42 8 4.76635 14773.7 4.44202 Bedrock 1400 30 4008.35 4352.67 5114.18 0 5114.18 5425.56 5425.56 9 4.86762 16994.9 10.2008 Bedrock 1400 30 3955.05 4294.79 5013.93 0 5013.93 5725.61 5725.61 10 4.86762 18833.3 10.2008 Bedrock 1400 30 4247.42 4612.27 5563.81 0 5563.81 6328.1 6328.1 11 5.06109 21999.8 12.8112 Bedrock 1400 30 4353.71 4727.69 5763.72 0 5763.72 6753.75 6753.75 12 5.06109 24319.3 12.8112 Bedrock 1400 30 4630.92 5028.72 6285.12 0 6285.12 7338.18 7338.18 13 5.07434 25821.6 13.9706 Bedrock 1400 30 4691.97 5095.01 6399.94 0 6399.94 7567.23 7567.23 14 5.07434 26663.4 13.9706 Bedrock 1400 30 4785.33 5196.39 6575.54 0 6575.54 7766.05 7766.05 15 4.99671 27103.2 16.6491 Bedrock 1400 30 4582.95 4976.62 6194.89 0 6194.89 7565.4 7565.4 16 4.99671 28402.3 16.6491 Bedrock 1400 30 4663.79 5064.41 6346.96 0 6346.96 7741.65 7741.65 17 4.20667 24860.7 18.9704 Along Bedding 500 18 1964.33 2133.07 5026.09 0 5026.09 5701.33 5701.33 18 4.20667 25597 18.9704 Along Bedding 500 18 1953.55 2121.36 4990.03 0 4990.03 5661.57 5661.57 19 4.20667 26331.5 18.9704 Along Bedding 500 18 1944.8 2111.86 4960.79 0 4960.79 5629.31 5629.31 20 4.20667 27066 18.9704 Along Bedding 500 18 1938.61 2105.14 4940.1 0 4940.1 5606.5 5606.5 21 4.20667 27800.2 18.9704 Along Bedding 500 18 1935.41 2101.66 4929.4 0 4929.4 5594.7 5594.7 22 4.20667 28224.6 18.9704 Along Bedding 500 18 1920.66 2085.65 4880.13 0 4880.13 5540.35 5540.35 23 4.20667 28370 18.9704 Along Bedding 500 18 1896.26 2059.15 4798.57 0 4798.57 5450.41 5450.41 24 4.20667 28515.4 18.9704 Along Bedding 500 18 1875.86 2037 4730.38 0 4730.38 5375.21 5375.21 25 4.20667 28660.8 18.9704 Along Bedding 500 18 1859.6 2019.34 4676.07 0 4676.07 5315.31 5315.31 26 4.20667 31526.2 18.9704 Along Bedding 500 18 1979.81 2149.88 5077.82 0 5077.82 5758.38 5758.38 27 4.20667 31420 18.9704 Along Bedding 500 18 1961.21 2129.68 5015.62 0 5015.62 5689.78 5689.78 28 4.20667 31014.1 18.9704 Along Bedding 500 18 1932.54 2098.54 4919.8 0 4919.8 5584.11 5584.11 29 4.20667 31386.7 18.9704 Along Bedding 500 18 1946.73 2113.95 4967.22 0 4967.22 5636.4 5636.4 30 4.20667 30798.9 18.9704 Along Bedding 500 18 1918.05 2082.81 4871.38 0 4871.38 5530.71 5530.71 31 4.20667 30171.2 18.9704 Along Bedding 500 18 1891.16 2053.61 4781.5 0 4781.5 5431.59 5431.59 32 4.20667 29543.5 18.9704 Along Bedding 500 18 2078.57 2257.12 5407.86 0 5407.86 6122.37 6122.37 33 4.20667 28915.8 18.9704 Along Bedding 500 18 2111.43 2292.8 5517.68 0 5517.68 6243.48 6243.48 34 4.20667 28288.1 18.9704 Along Bedding 500 18 2094.73 2274.67 5461.88 0 5461.88 6181.94 6181.94 35 4.20667 27660.4 18.9704 Along Bedding 500 18 2080.63 2259.36 5414.74 0 5414.74 6129.96 6129.96 36 6.45553 39789.2 45.9482 Bedrock 1400 30 2783.88 3023.02 2811.15 0 2811.15 5688.74 5688.74 37 3.50363 19769.2 46.0936 Bedrock 1400 30 2686.91 2917.72 2628.77 0 2628.77 5420.25 5420.25 38 3.50363 18481 46.0936 Bedrock 1400 30 2619.93 2844.98 2502.78 0 2502.78 5224.68 5224.68 39 3.50206 17135.1 48.5518 Bedrock 1400 30 2449.76 2660.19 2182.71 0 2182.71 4956.7 4956.7 40 3.50206 15742.2 48.5518 Bedrock 1400 30 2373.56 2577.45 2039.4 0 2039.4 4727.11 4727.11 41 5.19506 20786.8 48.5518 Bedrock 1400 30 2271.15 2466.24 1846.79 0 1846.79 4418.54 4418.54 14/18 Monday, June 27, 2022Slide1 A-A 8444 A9 42 4.5516 15635.8 49.8991 Bedrock 1400 30 2099.71 2280.08 1524.34 0 1524.34 4017.75 4017.75 43 2.90362 8680.95 50.1656 Bedrock 1400 30 1983.53 2153.91 1305.82 0 1305.82 3683.62 3683.62 44 0.263696 737.348 50.1656 Terrace Deposits 200 33 1218.01 1322.64 1728.71 0 1728.71 3188.83 3188.83 45 3.83912 9602.04 50.1656 Terrace Deposits 200 33 1153.37 1252.44 1620.61 0 1620.61 3003.23 3003.23 46 4.27603 8198.92 50.1656 Terrace Deposits 200 33 1016.45 1103.76 1391.67 0 1391.67 2610.16 2610.16 47 4.27604 5568.65 50.1656 Terrace Deposits 200 33 856.664 930.251 1124.49 0 1124.49 2151.43 2151.43 48 2.40032 1973.27 50.1656 Terrace Deposits 200 33 720.104 781.961 896.141 0 896.141 1759.38 1759.38 49 1.05716 606.18 50.1656 Fill 275 33 686.518 745.49 724.49 0 724.49 1547.47 1547.47 50 3.45745 859.805 50.1656 Fill 275 33 577.083 626.654 541.498 0 541.498 1233.29 1233.29 15/18 Monday, June 27, 2022Slide1 A-A 8444 A9 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.0859 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 62.77 13.083 0 0 0 2 67.4043 12.0629 8135.24 506.034 3.55937 3 72.0386 11.0428 18593.2 2307.57 7.0747 4 76.7998 10.4368 29928.1 5599.17 10.5968 5 81.561 9.83068 43368.9 10804.2 13.989 6 86.3274 9.71813 55938 17338.8 17.2216 7 91.0938 9.60558 70378.7 25986.6 20.2661 8 95.8601 9.97584 82762.8 35310.4 23.1053 9 100.626 10.3461 96281 46397.1 25.7291 10 105.494 11.222 106892 57272.4 28.1823 11 110.362 12.0979 117985 69242.2 30.4075 12 115.423 13.2488 127887 81423.9 32.4843 13 120.484 14.3997 138011 94244 34.3281 14 125.558 15.6621 147285 106821 35.9522 15 130.633 16.9245 156600 119565 37.3619 16 135.629 18.4187 163467 130264 38.5507 17 140.626 19.913 170186 140544 39.5508 18 144.833 21.359 164967 139667 40.2525 19 149.039 22.8051 159569 137887 40.831 20 153.246 24.2511 153994 135236 41.2893 21 157.453 25.6972 148239 131755 41.6307 22 161.659 27.1432 142303 127489 41.8571 23 165.866 28.5892 136269 122571 41.9707 24 170.073 30.0353 130215 117129 41.9715 25 174.279 31.4813 124137 111226 41.8601 26 178.486 32.9274 118032 104924 41.6353 27 182.693 34.3734 111136 97621.8 41.2961 28 186.899 35.8195 104279 90136.8 40.8395 29 191.106 37.2655 97540.6 82613.3 40.2634 30 195.313 38.7115 90700.3 74937.1 39.5637 31 199.519 40.1576 84024.9 67404.1 38.7363 32 203.726 41.6036 77523.3 60081.7 37.7762 33 207.933 43.0497 71061.3 52925.3 36.6781 34 212.139 44.4957 64735.7 46067 35.4363 35 216.346 45.9417 58577.4 39577.6 34.0448 36 220.553 47.3878 52584.8 33497.2 32.4977 37 227.008 54.0606 41850.7 23976.2 29.8083 38 230.512 57.7006 36753.6 19693.9 28.184 39 234.015 61.3406 32202.5 16014.6 26.4416 40 237.518 65.3062 27842.2 12736.1 24.5812 41 241.02 69.2717 24131.6 10046.5 22.603 42 246.215 75.1544 19869.7 7019.18 19.4563 43 250.766 80.5594 17278.7 5118.9 16.5022 44 253.67 84.0402 16322.6 4230.13 14.529 45 253.934 84.3563 15913 4069.97 14.3466 46 257.773 88.9586 10481.9 2158.51 11.6361 47 262.049 94.0846 5644.85 844.639 8.51003 48 266.325 99.2106 2151.68 199.511 5.29751 49 268.725 102.088 808.252 48.9791 3.46781 50 269.782 103.355 464.32 21.5552 2.65794 51 273.24 107.5 0 0 0 16/18 Monday, June 27, 2022Slide1 A-A 8444 A9 Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 17/18 Monday, June 27, 2022Slide1 A-A 8444 A9 Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table -20, 0 7, 0 25, 5 56.669, 3 105.349, -5 210.196, -12 277.598, -20 300, -20 Qal Bedrock Assigned to: Distributed Load 281.583, 107.462 204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Monday, June 27, 2022Slide1 A-A 8444 A9 2.2482.2481WW 1000.00 lbs/ft22.2482.248RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None301400Mohr‐Coulomb100Bedrock1CustomWater Surface33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface33275Mohr‐Coulomb120Fill1CustomWater Surface18250Mohr‐Coulomb100Along Bedding0None26150Mohr‐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+100500-50050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'AnalysisStatic - Weak Seam Along Bedding with elevated water within terrace depDrawn ByKAD/RJMFile NameSlide1 A-A 8444 A11.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-23 2.2482.2481201500840001WW 1000.00 lbs/ft22.2482.248120150084000RuHuHu TypeWater SurfacePhi (deg)Cohesion (psf)Strength TypeUnit Weight (lbs/ft3)ColorMaterial Name0None301400Mohr‐Coulomb100Bedrock1CustomWater Surface33200Mohr‐Coulomb120Terrace Deposits1CustomWater Surface33275Mohr‐Coulomb120Fill1CustomWater Surface18250Mohr‐Coulomb100Along Bedding0None26150Mohr‐Coulomb120QalMin FSMethod Name2.248GLE / Morgenstern‐PricePressure150100500050100150200250300ScenarioExisting Slope - w/ Caisson Support SystemDescriptionCross Section A-A'Analysis Drawn ByKAD/RJMFile NameSlide1 A-A 8444 A11.slmdDate6/5/2022, 5:05:15 PMProjectChen1424 Galaxy DriveSLIDEINTERPRET 9.023FIGURE E-24Static - Weak Seam Along Bedding with elevated water within terrace dep Slide1 A-A 8444 A11 Slide2 - An Interactive Slope Stability Program Date Created: 6/5/2022, 5:05:15 PM 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: 2.24785 ..................................................... 14 Interslice Data ........................................................................................................................................................16 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.24785 ..................................................... 16 Entity Information ...................................................................................................................................................17 Group 1 .................................................................................................................................................. 17 Shared Entities ...........................................................................................................................17 Scenario-based Entities ...............................................................................................................18 2/18 Monday, June 27, 2022Slide1 A-A 8444 A11 File Name:Slide1 A-A 8444 A11.slmd Slide2 Modeler Version:9.023 Compute Time:00h:00m:05.860s Project Title:Slide2 - An Interactive Slope Stability Program Date Created:6/5/2022, 5:05:15 PM 3/18 Monday, June 27, 2022Slide1 A-A 8444 A11 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 Monday, June 27, 2022Slide1 A-A 8444 A11 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 Monday, June 27, 2022Slide1 A-A 8444 A11 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 Monday, June 27, 2022Slide1 A-A 8444 A11 1 Distributed Load present Distributed Load 1 Distribution: Constant Magnitude [psf]: 1000 Orientation: Normal to boundary 7/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Bedrock Color Strength Type Mohr-Coulomb Unit Weight [lbs/ft3] 100 Cohesion [psf]1400 Friction Angle [deg] 30 Water Surface None Ru Value 0 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 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 None Ru Value 0 8/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Retaining Wall Color Type Retaining Wall (EFP) Force Application Active (Method A) Force Orientation Horizontal Pressure Profile Type Uniform Pressure 120 psf Location of Force Centroid of the Pressure Diagram Caisson 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 Monday, June 27, 2022Slide1 A-A 8444 A11 Method: gle/morgenstern-price FS 2.247850 Axis Location: 141.278, 125.750 Left Slip Surface Endpoint: 141.711, 78.922 Right Slip Surface Endpoint: 179.000, 98.000 Resisting Moment: 1.08714e+06 lb-ft Driving Moment: 483635 lb-ft Resisting Horizontal Force: 20161.4 lb Driving Horizontal Force: 8969.21 lb Total Slice Area: 204.124 ft2 Surface Horizontal Width: 37.2887 ft Surface Average Height: 5.47415 ft 10/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Method: gle/morgenstern-price X Y 141.711 78.922 143.332 78.901 144.953 78.88 146.721 78.9762 147.806 79.0404 148.891 79.1045 149.977 79.2082 151.064 79.312 152.841 79.5739 154.521 80.0774 156.162 80.6623 157.874 81.3586 159.742 82.178 161.181 82.936 162.62 83.7178 164.059 84.4996 165.499 85.3824 166.938 86.2771 168.377 87.1719 169.816 88.2128 171.125 89.1815 172.203 90.0264 173.011 90.7611 173.92 91.5865 175.255 92.8616 175.926 93.6661 176.595 94.4678 177.781 95.9619 178.381 96.9652 179 98 11/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Method: gle/morgenstern-price Number of Supports: 2 Retaining 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) 179.427, 105.01 15.337 Not Effective Not Effective Not Effective Not Effective 0 Caisson Support Type: Pile/Micro Pile Start (x, y)Length (ft)L Inside SS(ft)L Outside SS (ft)Li (ft)Lo (ft)Force (lb) 178.429, 96.23 55 Not Effective Not Effective Not Effective Not Effective 0 12/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Method: gle/morgenstern-price Number of Valid Surfaces:8011 Number of Invalid Surfaces:10996 Error Codes Error Code -105 reported for 1991 surfaces Error Code -106 reported for 6518 surfaces Error Code -108 reported for 73 surfaces Error Code -110 reported for 501 surfaces Error Code -111 reported for 1836 surfaces Error Code -123 reported for 62 surfaces Error Code -124 reported for 5 surfaces Error Code -1000 reported for 10 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). Thislimitation is imposed to avoid numerical errors which may result from too many slices, or toosmall 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 -123 = Surface radius equal or less than the internal cutoff of 0.01. -124 = A slice has a width less than the minimum acceptable value. -1000 = No valid slip surface is generated 13/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.24785 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 0.940795 34.7552 -0.743853 Terrace Deposits 200 33 101.112 227.285 42.0156 0 42.0156 40.7028 40.7028 2 0.680211 68.4256 -0.743853 Terrace Deposits 200 33 120.666 271.239 113.672 3.97318 109.699 112.105 108.132 3 0.810503 128.976 -0.743853 Terrace Deposits 200 33 137.644 309.404 181.154 12.6867 168.467 179.367 166.68 4 0.810503 180.566 -0.743853 Terrace Deposits 200 33 156.57 351.946 256.139 22.1619 233.977 254.106 231.944 5 0.8836 252.471 3.11761 Terrace Deposits 200 33 171.762 386.096 316.767 30.2048 286.562 326.122 295.917 6 0.8836 307.467 3.11761 Terrace Deposits 200 33 191.134 429.64 390.431 36.8155 353.615 400.841 364.026 7 0.54268 216.015 3.38245 Terrace Deposits 200 33 206.515 464.214 448.926 42.0724 406.853 461.131 419.059 8 0.54268 236.596 3.38245 Terrace Deposits 200 33 218.551 491.269 494.49 45.9755 448.514 507.407 461.431 9 1.08536 534.935 3.38245 Terrace Deposits 200 33 236.72 532.11 563.234 51.8301 511.404 577.225 525.395 10 1.08536 614.686 5.45529 Terrace Deposits 200 33 255.765 574.922 635.733 58.4036 577.329 660.159 601.755 11 1.0874 693.237 5.45529 Terrace Deposits 200 33 278.355 625.701 719.272 63.7497 655.522 745.855 682.105 12 0.592402 409.173 8.3828 Terrace Deposits 200 33 286.899 644.905 752.018 66.9243 685.094 794.296 727.371 13 0.592402 429.982 8.3828 Terrace Deposits 200 33 297.717 669.224 790.465 67.9225 722.543 834.337 766.414 14 0.592402 450.79 8.3828 Terrace Deposits 200 33 308.433 693.31 828.551 68.9207 759.631 874.002 805.081 15 0.839679 668.156 16.6899 Terrace Deposits 200 33 293.45 659.632 773.904 66.133 707.771 861.887 795.754 16 0.839679 697.062 16.6899 Terrace Deposits 200 33 303.882 683.081 803.439 59.5594 743.879 894.549 834.99 17 0.820456 706.737 19.6191 Terrace Deposits 200 33 304.112 683.598 796.287 51.6113 744.676 904.691 853.079 18 0.820456 729.759 19.6191 Terrace Deposits 200 33 312.883 703.314 817.323 42.2886 775.035 928.853 886.565 19 0.856379 784.065 22.1221 Terrace Deposits 200 33 312.913 703.382 806.565 31.4246 775.14 933.767 902.342 20 0.856379 804.743 22.1221 Terrace Deposits 200 33 321.072 721.722 822.401 19.0192 803.382 952.919 933.9 21 0.776998 746.872 23.6901 Terrace Deposits 200 33 323.145 726.381 816.964 6.40687 810.557 958.748 952.341 22 0.545264 532.891 23.6901 Terrace Deposits 200 33 327.788 736.818 826.627 0 826.627 970.448 970.448 23 0.545264 540.123 23.6901 Terrace Deposits 200 33 330.103 742.023 834.641 0 834.641 979.479 979.479 24 0.719605 721.161 27.7741 Terrace Deposits 200 33 317.332 713.314 790.434 0 790.434 957.561 957.561 25 0.719605 728.295 27.7741 Terrace Deposits 200 33 318.592 716.146 794.796 0 794.796 962.586 962.586 26 0.719605 732.833 28.5116 Terrace Deposits 200 33 316.565 711.59 787.779 0 787.779 959.742 959.742 27 0.719605 723.93 28.5116 Terrace Deposits 200 33 313.023 703.629 775.52 0 775.52 945.56 945.56 28 0.719605 712.798 28.5116 Terrace Deposits 200 33 308.902 694.365 761.255 0 761.255 929.056 929.056 29 0.719605 701.665 28.5116 Terrace Deposits 200 33 304.896 685.361 747.389 0 747.389 913.014 913.014 30 0.719604 688.351 31.5255 Terrace Deposits 200 33 290.795 653.664 698.581 0 698.581 876.959 876.959 14/18 Monday, June 27, 2022Slide1 A-A 8444 A11 31 0.719604 672.856 31.5255 Terrace Deposits 200 33 286.008 642.903 682.011 0 682.011 857.452 857.452 32 0.719604 657.104 31.8689 Terrace Deposits 200 33 280.25 629.959 662.079 0 662.079 836.308 836.308 33 0.719604 641.095 31.8689 Terrace Deposits 200 33 275.57 619.44 645.881 0 645.881 817.201 817.201 34 0.719604 625.087 31.8689 Terrace Deposits 200 33 270.983 609.129 630.003 0 630.003 798.471 798.471 35 0.719604 609.078 31.8689 Terrace Deposits 200 33 266.474 598.994 614.398 0 614.398 780.062 780.062 36 0.719603 589.911 35.8778 Terrace Deposits 200 33 250.966 564.135 560.719 0 560.719 742.24 742.24 37 0.719603 567.589 35.8778 Terrace Deposits 200 33 245.274 551.34 541.015 0 541.015 718.419 718.419 38 0.654171 496.172 36.5139 Terrace Deposits 200 33 238.264 535.581 516.75 0 516.75 693.145 693.145 39 0.654171 476.849 36.5139 Terrace Deposits 200 33 232.921 523.572 498.256 0 498.256 670.696 670.696 40 1.07805 740.644 38.0879 Terrace Deposits 200 33 222.009 499.043 460.486 0 460.486 634.488 634.488 41 0.808537 512.171 42.2601 Terrace Deposits 200 33 204.22 459.055 398.909 0 398.909 584.474 584.474 42 0.908441 524.489 42.2601 Terrace Deposits 200 33 194.38 436.937 364.852 0 364.852 541.476 541.476 43 0.667441 349.735 43.6877 Terrace Deposits 200 33 182.37 409.941 323.28 0 323.28 497.482 497.482 44 0.667441 318.133 43.6877 Terrace Deposits 200 33 173.698 390.446 293.262 0 293.262 459.18 459.18 45 0.671433 281.581 50.1498 Terrace Deposits 200 33 153.315 344.63 222.711 0 222.711 406.398 406.398 46 0.669168 235.739 50.1498 Terrace Deposits 200 33 140.956 316.848 179.93 0 179.93 348.81 348.81 47 0.592962 170.138 51.5591 Terrace Deposits 200 33 126.61 284.599 130.272 0 130.272 289.78 289.78 48 0.592962 132.344 51.5591 Terrace Deposits 200 33 113.919 256.072 86.3437 0 86.3437 229.863 229.863 49 0.600058 86.5467 59.117 Terrace Deposits 200 33 89.7306 201.701 2.61906 0 2.61906 152.649 152.649 50 0.618912 30.0606 59.117 Terrace Deposits 200 33 70.3016 158.027 -64.6322 0 -64.6322 52.9125 52.9125 15/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.24785 Slice Number X coordinate [ft]Y coordinate - Bottom [ft] Interslice Normal Force [lbs] Interslice Shear Force [lbs] Interslice Force Angle [deg] 1 141.711 78.922 0 0 0 2 142.652 78.9098 95.6397 3.53784 2.11848 3 143.332 78.901 178.723 11.3677 3.6394 4 144.143 78.8905 292.191 27.769 5.42892 5 144.953 78.88 421.787 53.1562 7.1829 6 145.837 78.9281 558.313 88.8474 9.04197 7 146.721 78.9762 708.41 135.564 10.8334 8 147.263 79.0083 806.083 169.795 11.895 9 147.806 79.0404 908.826 208.559 12.9246 10 148.891 79.1045 1129.62 300.121 14.8788 11 149.977 79.2082 1341.33 401.945 16.6815 12 151.064 79.312 1569.32 519.751 18.3246 13 151.656 79.3993 1673.63 581.12 19.1481 14 152.249 79.4866 1780.99 645.402 19.9197 15 152.841 79.5739 1891.38 712.373 20.6385 16 153.681 79.8257 1942.95 767.927 21.5658 17 154.521 80.0774 1995.85 822 22.3845 18 155.341 80.3699 2012.48 857.524 23.079 19 156.162 80.6623 2030.15 889.849 23.6687 20 157.018 81.0105 2017.34 905.444 24.172 21 157.874 81.3586 2006 916.762 24.5609 22 158.651 81.6995 1978.57 914.838 24.8146 23 159.197 81.9387 1959.54 911.098 24.9363 24 159.742 82.178 1939.85 905.051 25.0117 25 160.461 82.557 1868.64 872.96 25.0403 26 161.181 82.936 1796.68 837.349 24.988 27 161.901 83.3269 1716.54 795.153 24.855 28 162.62 83.7178 1638.64 751.653 24.6412 29 163.34 84.1087 1563.36 707.409 24.3464 30 164.059 84.4996 1490.61 662.754 23.9709 31 164.779 84.941 1391.5 605.461 23.5145 32 165.499 85.3824 1296.26 549.626 22.9774 33 166.218 85.8298 1201.74 494.328 22.3595 34 166.938 86.2771 1111.09 441.291 21.6615 35 167.657 86.7245 1024.25 390.785 20.8835 36 168.377 87.1719 941.141 343.043 20.0266 37 169.097 87.6924 829.895 287.244 19.0918 38 169.816 88.2128 724.808 236.63 18.0804 39 170.47 88.6971 630.409 193.894 17.0963 40 171.125 89.1815 541.471 155.797 16.0521 41 172.203 90.0264 391.73 99.1703 14.2065 42 173.011 90.7611 263.778 59.5734 12.7266 43 173.92 91.5865 139.191 26.9913 10.9743 44 174.587 92.2241 54.8067 9.30182 9.63248 45 175.255 92.8616 -16.2276 -2.35283 8.24979 46 175.926 93.6661 -92.4446 -11.0608 6.82288 47 176.595 94.4678 -142.377 -13.385 5.37065 48 177.188 95.2148 -164.619 -11.6948 4.06356 49 177.781 95.9619 -161.571 -7.73843 2.74208 50 178.381 96.9652 -110.355 -2.6871 1.39485 51 179 98 0 0 0 16/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Group 1 Shared Entities Type Coordinates (x,y) External Boundary -20, -50 12.298, -50 299.797, -50 299.797, 84.813 299.797, 101.412 299.797, 105.243 296.267, 105.243 288.788, 105.243 281.583, 107.5 204.565, 107.5 192, 107.5189, 105179.2, 105179, 98 161.547, 91.646 141.334, 78.68 132.181, 71.052 123.028, 66.094 116.926, 61.136 108.917, 51.22 82.22, 26.05 73.83, 21.092 62.77, 13.083 53, 1033, 77, 0-20, -8-20, -12 -20, -15 -20, -20 Material Boundary 141.334, 78.68 232.706, 83.689 299.797, 84.813 Material Boundary 179, 98181, 95187, 95192, 99 208.214, 102.088 281.854, 102.088 288.788, 105.243 Material Boundary -20, -15 -8.432, -10 7, 0 17/18 Monday, June 27, 2022Slide1 A-A 8444 A11 Scenario-based Entities Type Coordinates (x,y)Scenario 2 Water Table 141.334, 78.68 182.088, 85.786 233.853, 90.168300, 90 Along Bedding Fill Terrace Deposits Assigned to: Distributed Load 281.583, 107.462204.565, 107.462 Constant DistributionOrientation: Normal to boundaryMagnitude: 1000 lbs/ft2Creates Excess Pore Pressure: No 18/18 Monday, June 27, 2022Slide1 A-A 8444 A11