Page 1301 - skylineranchfeiraddendum1216

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Settings
View: 2D
Advanced
Slip Surface
Kind: SLOPE/W
Method: Bishop
Date: 3/20/2016
File Version: 8.15
Time: 5:11:13 PM
F of S Distribution
Strength Units: psf
Tension Crack
Project Settings
Element Thickness: 1
Length(L) Units: Feet
Pressure(p) Units: psf
File Information
Revision Number: 134
Time(t) Units: Seconds
Force(F) Units: Pounds
Analysis Settings
Number of Slices: 30
Circular Mode of Failure
Tool Version: 8.15.1.11236
Use Passive Mode: No
Last Solved Date: 3/20/2016
Last Solved Time: 5:13:41 PM
1 - Circular Mode of Failure
Unit Weight of Water: 62.4 pcf
Critical slip surfaces saved: 10
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 °
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
Directory: C:\Users\Alexander\Desktop\LGC valley\original sections\
File Name: Section 11-11 Static Final with 250' keyway SSA for Skyline Ranch.gsz
file:///C:/Users/Alexander/Desktop/LGC%20valley/original%20sections/Final%20Results...
Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
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A-989

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Fill
Qls

Phi': 40 °
Phi': 40 °
Phi': 33 °
Phi': 40 °
Phi': 20 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Materials
Cohesion': 0 psf
Cohesion': 225 psf
Cohesion': 225 psf
Cohesion': 200 psf
Cohesion': 225 psf
Unit Weight: 100 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Left Projection: Range
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr-Coulomb
Model: Mohr-Coulomb
Left-Zone Increment: 50
Circular Mode of Failure
F of S Tolerance: 0.01
TQs 150-17° bedding 5-15°
TQs 150-17° bedding 17-23°
TQs 150-11° bedding 11-15°
Slip Surface Entry and Exit
Minimum Slip Surface Depth: 0.1 ft
Left-Zone Left Coordinate: (130.2939, 1,841) ft
Left-Zone Right Coordinate: (255.214, 1,870.1495) ft
C-Anisotropic Strength Fn.: 150pcf-17° bedding 17-23°
C-Anisotropic Strength Fn.: 150pcf-11° bedding 11-15°
C-Anisotropic Strength Fn.: 150pcf-17° bedding 11-15°
Phi-Anisotropic Strength Fn.: TQs 150-17° bedding 5-15°
Phi-Anisotropic Strength Fn.: TQs 150-17° bedding 17-23°
Phi-Anisotropic Strength Fn.: TQs 150-11° bedding 11-15°
file:///C:/Users/Alexander/Desktop/LGC%20valley/original%20sections/Final%20Results...
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