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5 -
Settings
View: 2D
Slip Surface
Kind: SLOPE/W
Method: Janbu
of slope
Date: 3/25/2016
File Version: 8.15
Time: 2:18:40 PM
Strength Units: psf
Length(L) Units: Feet
Project Settings
Element Thickness: 1
Pressure(p) Units: psf
File Information
Revision Number: 157
Time(t) Units: Seconds
Force(F) Units: Pounds
Analysis Settings
Tool Version: 8.15.1.11777
Use Passive Mode: No
Last Solved Date: 3/25/2016
Last Solved Time: 2:19:50 PM
Unit Weight of Water: 62.4 pcf
Slip Surface Option: Block
Restrict Block Crossing: No
Critical slip surfaces saved: 1
Last Edited By: Alexander Bykovtsec
PWP Conditions Source: (none)
Direction of movement: Right to Left
Driving Side Maximum Convex Angle: 5 °
File Name: Section 19 SSA for Skyline Ranch.gsz
Resisting Side Maximum Convex Angle: 1 °
Translational Temporary lower portion of slope
Comments: Run By: Dr. Alexander Bykovtsev, Ph.D., P.E.
5 - Translational Temporary lower portion of slope
Report generated using GeoStudio 2012. Copyright © 1991-2015 GEO-SLOPE International Ltd.
Directory: G:\SLOPE RESULTS\Section 19-19 results\Latest Update 3-25-16\
file:///G:/SLOPE%20RESULTS/Section%2019-19%20results/Latest%20Update%203-25-...
Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
5 - Translational Temporary lower portion
3/25/2016
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A-1235
5 -
Phi': 40 °
Phi': 40 °
Phi': 40 °
Phi': 11 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Shear Layer
Advanced
Materials
F of S Distribution
Cohesion': 225 psf
Cohesion': 150 psf
Cohesion': 200 psf
Cohesion': 200 psf
Tension Crack
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr-Coulomb
Number of Slices: 30
F of S Tolerance: 0.01
TQs 150-17° (A-Bed6°-7°)
Tmc 150-17° (A-Bed0°-5°)
Tmc 100-25° (A-Bed0°-5°)
TQs 100-25° (A-Bed 6°-13°)
F of S Calculation Option: Constant
Tension Crack Option: (none)
Minimum Slip Surface Depth: 0.1 ft
Optimize Critical Slip Surface Location: No
Translational Temporary lower portion of slope
C-Anisotropic Strength Fn.: 100 psf (A-Bed0°-5°)
C-Anisotropic Strength Fn.: 150psf-17° (A-Bed6°-7°)
C-Anisotropic Strength Fn.: 150psf-17° (A-Bed0°-5°)
Phi-Anisotropic Strength Fn.: TQs 150-17° (A-Bed6°-7°)
Phi-Anisotropic Strength Fn.: Tmc 150-17° (A-Bed0°-5°)
Phi-Anisotropic Strength Fn.: Tmc 100psf-25° (A-Bed0°-5°)
file:///G:/SLOPE%20RESULTS/Section%2019-19%20results/Latest%20Update%203-25-...
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3/25/2016