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                                                 Settings
                                                                                                 3­21­16\
                                                                      View: 2D
                                             Slip Surface
                                                      Kind: SLOPE/W
                                                    Method: Bishop
                                                                                                            Date: 3/22/2016
                                                                                                                       File Version: 8.15
                                                                                                          Time: 3:34:50 PM
                                                                          Strength Units: psf
                           Tension Crack
                                                                                   Length(L) Units: Feet
                                                                                      Project Settings
                                                                    Element Thickness: 1
                                                                                                                          File Information
                                                                             Pressure(p) Units: psf
                                                                                                              Revision Number: 168
                                                                                 Time(t) Units: Seconds
                                                                               Force(F) Units: Pounds
                                                             Analysis Settings
                                                                                                                                               Circular Mode of Failure
                                                                                                        Tool Version: 8.15.5.11777
                                         Use Passive Mode: No
                                                                                               Last Solved Date: 3/22/2016
                                                                                             Last Solved Time: 3:35:16 PM
                                                        Circular Mode of Failure
                                                                        Unit Weight of Water: 62.4 pcf
                                    Critical slip surfaces saved: 1
                                                                                                                 Last Edited By: Alexander Bykovtsec
                                               PWP Conditions Source: (none)
                                      Slip Surface Option: Entry and Exit
                         Tension Crack Option: (none)
                                           Direction of movement: Right to Left
                                Driving Side Maximum Convex Angle: 5 °
                              Optimize Critical Slip Surface Location: No
                                                                                                      File Name: Section 28 SSA for Skyline Ranch.gsz
                                  Resisting Side Maximum Convex Angle: 1 °
                                                                                                                   Comments: Run By: Dr. Alexander Bykovtsev, Ph.D., P.E.
                                                                                                                                 Report generated using GeoStudio 2012. Copyright © 1991­2016 GEO­SLOPE International Ltd.
                                                                                                                                    Circular Mode of Failure
                file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...

                                                                                                                     Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
                                                                                                   Directory: P:\FINAL PROJECTS\PARDEE\Skyline Ranch\SLOPE RESULTS\Section 28­28 results\latest Update
                3/22/2016
                                                                                                                                               Page 1 of 6





        A-1368



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                                                                        Fill
                                                                                                                Tmc -

                                                               Phi': 33 °
                                                                                   Phi': 40 °
                                                                                                       Phi': 40 °
                                                                                                Phi­B: 0 °
                                                             Phi­B: 0 °
                                                                            Phi­B: 0 °
                                                                                                                                  Advanced
                                                                                                                    Materials
                                                                                                                                      F of S Distribution
                                                                                                         Cohesion': 200 psf
                                                                 Cohesion': 200 psf
                                                                                     Cohesion': 225 psf
                                                                                                           Unit Weight: 120 pcf
                                                                                       Unit Weight: 120 pcf
                                                                    Unit Weight: 120 pcf
                                                                                            TQs-17 bedding 8-12
                                                   Left Projection: Range
                                  Radius Increments: 50
                                                                                                             Model: Anisotropic Fn.
                                                                                         Model: Anisotropic Fn.
                                                                      Model: Mohr­Coulomb
                                           Right Projection: Range
                                                                                                                17 bedding 6-12
                                             Left­Zone Increment: 50
                           Slip Surface Limits
                                                                                                                                               Circular Mode of Failure
                                    Right­Zone Increment: 10
                                                                                                                                Number of Slices: 30
                                                                                                                              F of S Tolerance: 0.01
                                                      Slip Surface Entry and Exit
                                                                                                                                    F of S Calculation Option: Constant
                                                                                                                           Minimum Slip Surface Depth: 0.1 ft
                                      Right­Zone Right Coordinate: (669, 1,805) ft
                                               Left­Zone Right Coordinate: (271.8571, 1,760) ft
                                                 Left­Zone Left Coordinate: (21.6156, 1,723.1354) ft
                                        Right­Zone Left Coordinate: (314.362, 1,784.3497) ft
                                                                                 Phi­Anisotropic Strength Fn.: 17° (Along Bedding 8­12°)
                                                                               C­Anisotropic Strength Fn.: 150 psf (Along Bedding 8­12°)
                                                                                                    Phi­Anisotropic Strength Fn.: Tmc 17° (Along Bedding 6­12°)
                                                                                                  C­Anisotropic Strength Fn.: Tmc 150 psf (Along Bedding 6­12°)
                file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...



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                3/22/2016
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