Page 2156 - skylineranchfeiraddendum1216

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Settings
View: 2D
Advanced
Slip Surface
Translational
Kind: SLOPE/W
Translational
Date: 3/15/2016
File Version: 8.15
Method: Spencer
F of S Distribution
Time: 2:04:00 PM
Strength Units: psf
Tension Crack
Length(L) Units: Feet
Element Thickness: 1
Project Settings
File Information
Pressure(p) Units: psf
Revision Number: 155
Time(t) Units: Seconds
Analysis Settings
Force(F) Units: Pounds
Number of Slices: 30
F of S Tolerance: 0.01
Tool Version: 8.15.5.11777
Use Passive Mode: No
Last Solved Date: 3/15/2016
Last Solved Time: 2:05:19 PM
Slip Surface Option: Block
Unit Weight of Water: 62.4 pcf
Restrict Block Crossing: No
Search Method: Root Finder
Critical slip surfaces saved: 10
Last Edited By: Alexander Bykovtsec
PWP Conditions Source: (none)
Translational
Tension Crack Option: (none)
F of S Calculation Option: Constant
Minimum Slip Surface Depth: 0.1 ft
Direction of movement: Right to Left
Driving Side Maximum Convex Angle: 5 °
Optimize Critical Slip Surface Location: No
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.
File Name: Section 29­29 pseudostatic right SSA for Skyline Ranch.gsz
Directory: P:\FINAL PROJECTS\PARDEE\Skyline Ranch\SLOPE RESULTS\Section 29­29 results\
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...
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Fill
Qls
Clay
TQs 11°
Tmc (12°)
Phi': 9 °
Tmc (-12°)
Phi': 40 °
Phi': 20 °
Phi': 33 °
Phi': 40 °
Phi': 40 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Materials
Translational
Cohesion': 0 psf
Cohesion': 150 psf
Cohesion': 225 psf
Cohesion': 200 psf
Cohesion': 200 psf
Cohesion': 200 psf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 100 pcf
Unit Weight: 120 pcf
Unit Weight: 100 pcf
Unit Weight: 120 pcf
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr­Coulomb
Model: Mohr­Coulomb
Model: Mohr­Coulomb
Max Absolute Lambda: 2
Phi­Anisotropic Strength Fn.: 12° (Along Bedding 10°­25°)
C­Anisotropic Strength Fn.: 150 pcf (Along Bedding 10°­25°)
Phi­Anisotropic Strength Fn.: 11° (Along Bedding ­10°­(­25°)
C­Anisotropic Strength Fn.: 150 pcf (Along Bedding 10°­25°)
C­Anisotropic Strength Fn.: 150 pcf (Along Bedding 10°­25°)
Phi­Anisotropic Strength Fn.: 12° (Along Bedding ­10°­(­25°)
Maximum iterations to calculate converged lambda: 20
Tolerable difference between starting and converged F of S: 3
file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...
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