Page 1036 - skylineranchfeiraddendum1216

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Settings
View: 2D
Advanced
Slip Surface
Kind: SLOPE/W
Method: Bishop
Date: 3/19/2016
File Version: 8.15
Time: 1:57:45 PM
F of S Distribution
Strength Units: psf
Tension Crack
Element Thickness: 1
Length(L) Units: Feet
Project Settings
Revision Number: 91
File Information
Pressure(p) Units: psf
Time(t) Units: Seconds
Analysis Settings
Force(F) Units: Pounds
Number of Slices: 30
Tool Version: 8.15.5.11777
Use Passive Mode: No
Last Solved Date: 3/19/2016
Last Solved Time: 2:00:20 PM
Unit Weight of Water: 62.4 pcf
Critical slip surfaces saved: 1
Last Edited By: Alexander Bykovtsec
PWP Conditions Source: (none)
Circular Mode of Failure Seismic
Tension Crack Option: (none)
F of S Calculation Option: Constant
Circular Mode of Failure Seismic
Parent: 4 ­ Circular Mode of Failure Static
Direction of movement: Right to Left
Driving Side Maximum Convex Angle: 5 °
Initial Slip Surface Source: Parent Analysis
Optimize Critical Slip Surface Location: No
Resisting Side Maximum Convex Angle: 1 °
File Name: Section 2­2 SSA for Skyline Ranch3to1.gsz
Comments: Run By: Dr. Alexander Bykovtsev, Ph.D., P.E.
Slip Surface Option: Critical Slip Surfaces from Other
Report generated using GeoStudio 2012. Copyright © 1991­2016 GEO­SLOPE International Ltd.
Circular Mode of Failure Seismic
Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...
Directory: P:\FINAL PROJECTS\PARDEE\Skyline Ranch\SLOPE RESULTS\Section 2­2 results\Latest Update 3­19­16\
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A-853
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Fill
Phi': 40 °
Phi': 40 °
Phi': 40 °
Phi': 11 °
Phi': 33 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Materials
TQs (150 psf/17° -
Tmc (100 psf/25° -
Tmc (150 psf/17° -
Cohesion': 200 psf
Cohesion': 200 psf
Cohesion': 150 psf
Cohesion': 225 psf
Cohesion': 200 psf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Along Bedding Shear
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr­Coulomb
Model: Mohr­Coulomb
Slip Surface Limits
F of S Tolerance: 0.01
Seismic Coefficients
Left Coordinate: (­165, 1,897) ft
Right Coordinate: (770, 2,100) ft
A-Bed 4-8°)
A-Bed 4-8°)
A-Bed 6-11°)
Circular Mode of Failure Seismic
Minimum Slip Surface Depth: 0.1 ft
C­Anisotropic Strength Fn.: 17° ­ A­Bed 4­8°
Phi­Anisotropic Strength Fn.: 25° ­ A­Bed 4­8°
Phi­Anisotropic Strength Fn.: 17° ­ A­Bed 6­11°
C­Anisotropic Strength Fn.: 100 psf ­ A­Bed 4­8°
Phi­Anisotropic Strength Fn.: 150 psf ­ A­Bed 4­8°
C­Anisotropic Strength Fn.: 150 psf ­ A­Bed 6­11° (TQs)
file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...
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