Page 2068 - skylineranchfeiraddendum1216

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View: 2D
Parent: 1 ­
Slip Surface
Kind: SLOPE/W
Method: Bishop
Date: 3/22/2016
File Version: 8.15
Time: 3:34:50 PM
Strength Units: psf
Length(L) Units: Feet
Project Settings
Element Thickness: 1
File Information
Pressure(p) Units: psf
Revision Number: 168
Time(t) Units: Seconds
Analysis Settings
Force(F) Units: Pounds
Tool Version: 8.15.5.11777
Use Passive Mode: No
Last Solved Date: 3/22/2016
Last Solved Time: 3:35:33 PM
Unit Weight of Water: 62.4 pcf
Circular Mode of Failure seismic
Critical slip surfaces saved: 1
Circular Mode of Failure
Last Edited By: Alexander Bykovtsec
PWP Conditions Source: (none)
Circular Mode of Failure seismic
Direction of movement: Right to Left
Driving Side Maximum Convex Angle: 5 °
Optimize Critical Slip Surface Location: No
Initial Slip Surface Source: Parent Analysis
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.
Slip Surface Option: Critical Slip Surfaces from Other
Report generated using GeoStudio 2012. Copyright © 1991­2016 GEO­SLOPE International Ltd.
Circular Mode of Failure seismic
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
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A-1372
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Fill
Tmc -
Phi': 40 °
Phi': 40 °
Phi': 33 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Advanced
Materials
F of S Distribution
Cohesion': 200 psf
Cohesion': 225 psf
Cohesion': 200 psf
Tension Crack
Vert Seismic Coef.: 0
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
TQs-17 bedding 8-12
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr­Coulomb
17 bedding 6-12
Horz Seismic Coef.: 0.15
Slip Surface Limits
Number of Slices: 30
F of S Tolerance: 0.01
Seismic Coefficients
Left Coordinate: (­201, 1,500) ft
Right Coordinate: (812, 1,752) ft
Circular Mode of Failure seismic
Tension Crack Option: (none)
F of S Calculation Option: Constant
Minimum Slip Surface Depth: 0.1 ft
Anisotropic Strength Functions
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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