Page 2167 - skylineranchfeiraddendum1216

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Circular
Settings
Circular
View: 2D
Slip Surface
Kind: SLOPE/W
Method: Bishop
Date: 3/14/2016
File Version: 8.15
Time: 7:30:41 PM
F of S Distribution
Strength Units: psf
Tension Crack
Length(L) Units: Feet
Project Settings
Element Thickness: 1
File Information
Pressure(p) Units: psf
Revision Number: 145
Time(t) Units: Seconds
Force(F) Units: Pounds
Circular
Analysis Settings
Tool Version: 8.15.5.11777
Use Passive Mode: No
Last Solved Date: 3/14/2016
Last Solved Time: 7:30:43 PM
Unit Weight of Water: 62.4 pcf
Critical slip surfaces saved: 10
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
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 32­32 Static Circular SSA for Skyline Ranch.gsz
Directory: P:\FINAL PROJECTS\PARDEE\Skyline Ranch\SLOPE RESULTS\Section 32­32 results\
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
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A-1430

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Fill
Qls
TQs
Clay
Circular
Phi': 9 °
Phi': 40 °
Phi': 20 °
Phi': 33 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Phi­B: 0 °
Advanced
Materials
Cohesion': 0 psf
Cohesion': 225 psf
Cohesion': 150 psf
Cohesion': 200 psf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 100 pcf
Unit Weight: 100 pcf
Radius Increments: 8
Left Projection: Range
Model: Anisotropic Fn.
Model: Mohr­Coulomb
Model: Mohr­Coulomb
Model: Mohr­Coulomb
Right Projection: Range
Left­Zone Increment: 15
Right­Zone Increment: 8
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
Left­Zone Right Coordinate: (193, 1,845) ft
Right­Zone Right Coordinate: (565, 1,895) ft
Right­Zone Left Coordinate: (236, 1,861.3415) ft
Left­Zone Left Coordinate: (­189.3733, 1,793.5717) ft
Phi­Anisotropic Strength Fn.: 11° (Along Bedding 10­25°)
C­Anisotropic Strength Fn.: 150 pcf (Along Bedding 10­25°)
file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...

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