Page 1806 - skylineranchfeiraddendum1216

1 -
Settings
View: 2D
Slip Surface
Kind: SLOPE/W
Method: Bishop
Date: 3/24/2016
File Version: 8.15
Time: 2:17:59 PM
F of S Distribution
Strength Units: psf
Tension Crack
Project Settings
Length(L) Units: Feet
Element Thickness: 1
Pressure(p) Units: psf
File Information
Revision Number: 180
Time(t) Units: Seconds
Force(F) Units: Pounds
Analysis Settings
Circular Mode of Failure
Tool Version: 8.15.1.11236
Use Passive Mode: No
Last Solved Date: 3/24/2016
Last Solved Time: 2:39:39 PM
1 - Circular Mode of Failure
Unit Weight of Water: 62.4 pcf
Critical slip surfaces saved: 1
Last Edited By: Alexander Bykovtsev
PWP Conditions Source: (none)
Slip Surface Option: Entry and Exit
Tension Crack Option: (none)
F of S Calculation Option: Constant
Direction of movement: Right to Left
Driving Side Maximum Convex Angle: 5 °
Optimize Critical Slip Surface Location: No
Resisting Side Maximum Convex Angle: 1 °
Directory: G:\SLOPE RESULTS\Section 20-20 results\
Comments: Run By: Dr. Alexander Bykovtsev, Ph.D., P.E.
Report generated using GeoStudio 2012. Copyright © 1991-2015 GEO-SLOPE International Ltd.
1 - Circular Mode of Failure
File Name: Section 20-20 Static Final SSA with key for Skyline Ranch.gsz
file:///G:/SLOPE%20RESULTS/Section%2020-20%20results/section%2020-20%20static...
Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
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A-1241
1 -
Fill
Phi': 40 °
Phi': 11 °
Phi': 33 °
Phi': 40 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Shear Layer
Advanced
Materials
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
Left Projection: Range
Radius Increments: 50
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr-Coulomb
Model: Mohr-Coulomb
Right Projection: Range
Left-Zone Increment: 50
Circular Mode of Failure
Right-Zone Increment: 50
Number of Slices: 30
F of S Tolerance: 0.01
TQs 100-25° (A-Bed 0-5°)
Tmc 100-25° (A-Bed (-3°)-(-18°)
Slip Surface Entry and Exit
Minimum Slip Surface Depth: 0.1 ft
Right-Zone Left Coordinate: (444, 1,817.5) ft
Left-Zone Left Coordinate: (272, 1,742.6102) ft
Left-Zone Right Coordinate: (425, 1,812.5833) ft
C-Anisotropic Strength Fn.: 100 psf (A-Bed0°-5°)
Phi-Anisotropic Strength Fn.: TQs 100-25° (A-Bed 0-5°)
Right-Zone Right Coordinate: (727.9594, 1,866.9135) ft
C-Anisotropic Strength Fn.: 100psf-25° (A-Bed (-3°)-(-18°)
Phi-Anisotropic Strength Fn.: Tmc 100-25° (A-Bed (-3°)-(-18°)
file:///G:/SLOPE%20RESULTS/Section%2020-20%20results/section%2020-20%20static...
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