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Settings
View: 2D
Translational
Slip Surface
Method: Janbu
Kind: SLOPE/W
2 - Translational
Date: 3/19/2016
File Version: 8.15
Time: 7:14:14 PM
Strength Units: psf
Tension Crack
Element Thickness: 1
Project Settings
Revision Number: 95
Length(L) Units: Feet
File Information
Pressure(p) Units: psf
Time(t) Units: Seconds
Force(F) Units: Pounds
Analysis Settings
Tool Version: 8.15.1.11236
Use Passive Mode: No
Last Solved Date: 3/19/2016
Last Solved Time: 7:14:29 PM
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: C:\Users\Alexander\Desktop\LGC valley\original sections\
File Name: Section 10-10 Static Final with keyway SSA for Skyline Ranch.gsz
file:///C:/Users/Alexander/Desktop/LGC%20valley/original%20sections/section%2010-10...

Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
3/19/2016
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Left Grid
Phi': 33 °
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': 225 psf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Y Increments: 10
X Increments: 10
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr-Coulomb
Slip Surface Block
Slip Surface Limits
Number of Slices: 30
F of S Tolerance: 0.01
TQs 150-11° bedding 0-6°
TQs 150-17° bedding 0-6°
Lower Left: (229, 1,828) ft
Upper Left: (207, 1,894) ft
Left Coordinate: (-200, 1,800) ft
Right Coordinate: (612, 1,969) ft
Lower Right: (353, 1,872) ft
Tension Crack Option: (none)
F of S Calculation Option: Constant
Minimum Slip Surface Depth: 0.1 ft
C-Anisotropic Strength Fn.: 150pcf-17° bedding 0-6°
C-Anisotropic Strength Fn.: 150pcf-11° bedding 0-6°
Phi-Anisotropic Strength Fn.: TQs 150-17° bedding 0-6°
Phi-Anisotropic Strength Fn.: TQs 150-17° bedding 0-6°
file:///C:/Users/Alexander/Desktop/LGC%20valley/original%20sections/section%2010-10...

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