Page 1247 - skylineranchfeiraddendum1216

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Settings
View: 2D
Translational
Slip Surface
Method: Janbu
Kind: SLOPE/W
2 - Translational
Date: 3/22/2016
File Version: 8.15
Time: 9:06:34 AM
Strength Units: psf
Tension Crack
Element Thickness: 1
Project Settings
Length(L) Units: Feet
File Information
Pressure(p) Units: psf
Revision Number: 157
Time(t) Units: Seconds
Force(F) Units: Pounds
Analysis Settings
Tool Version: 8.15.1.11236
Use Passive Mode: No
Last Solved Date: 3/22/2016
Last Solved Time: 9:06:55 AM
Unit Weight of Water: 62.4 pcf
Slip Surface Option: Block
Restrict Block Crossing: No
Critical slip surfaces saved: 10
Last Edited By: Alexander Bykovtsev
PWP Conditions Source: (none)
2 - Translational
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 © 1991-2015 GEO-SLOPE International Ltd.
Directory: G:\SLOPE RESULTS\Section 8-8 results\Latest updated 3-21-2016\
File Name: Section 8-8 Static Temporary Final without keyway SSA for Skyline Ranch.gsz
file:///G:/SLOPE%20RESULTS/Section%208-8%20results/Latest%20updated%203-21-20...

Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
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Left Grid
Phi': 40 °
Phi': 40 °
Phi': 40 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Advanced
Materials
Translational
F of S Distribution
Cohesion': 225 psf
Cohesion': 200 psf
Cohesion': 200 psf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Slip Surface Block
Slip Surface Limits
Number of Slices: 30
F of S Tolerance: 0.01
TQs100-25° bedding 3-14°
Tmc150-17° bedding 13-17°
Left Coordinate: (-201, 1,843) ft
Right Coordinate: (550, 1,996) ft
Tmc100psf-25° bedding 0-15°
Tension Crack Option: (none)
F of S Calculation Option: Constant
Minimum Slip Surface Depth: 0.1 ft
Upper Left: (92.8893, 1,918.8506) ft
Lower Left: (113.9754, 1,843.7649) ft
Lower Right: (191.5725, 1,849.3268) ft
C-Anisotropic Strength Fn.: 100psf-25° bedding 0-15°
C-Anisotropic Strength Fn.: 100pcf-25° bedding 3-14°
C-Anisotropic Strength Fn.: 150psf-17° bedding 13-17°
Phi-Anisotropic Strength Fn.: TQs100-25° bedding 3-14°
Phi-Anisotropic Strength Fn.: Tmc100-25° bedding 0-15°
Phi-Anisotropic Strength Fn.: Tmc150-17° bedding 13-17°
file:///G:/SLOPE%20RESULTS/Section%208-8%20results/Latest%20updated%203-21-20...

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