Page 1258 - skylineranchfeiraddendum1216

1 -
Settings
View: 2D
Slip Surface
Kind: SLOPE/W
Method: Bishop
Date: 3/19/2016
File Version: 8.15
Time: 7:19:51 PM
Strength Units: psf
Tension Crack
Project Settings
Revision Number: 97
Length(L) Units: Feet
Element Thickness: 1
Pressure(p) Units: psf
File Information
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: 3/19/2016
Last Solved Time: 7:20:14 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)
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 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
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A-964
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Fill
Phi': 33 °
Phi': 40 °
Phi': 40 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Advanced
Materials
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
Left Projection: Range
Radius Increments: 50
Model: Anisotropic Fn.
Model: Anisotropic Fn.
Model: Mohr-Coulomb
Right Projection: Range
Circular Mode of Failure
Left-Zone Increment: 50
Slip Surface Limits
Right-Zone Increment: 50
Number of Slices: 30
F of S Tolerance: 0.01
TQs 150-11° bedding 0-6°
TQs 150-17° bedding 0-6°
Slip Surface Entry and Exit
F of S Calculation Option: Constant
Minimum Slip Surface Depth: 0.1 ft
Left-Zone Left Coordinate: (114.0248, 1,897.657) ft
C-Anisotropic Strength Fn.: 150pcf-11° bedding 0-6°
Right-Zone Left Coordinate: (350.425, 1,966.4569) ft
C-Anisotropic Strength Fn.: 150pcf-17° bedding 0-6°
Left-Zone Right Coordinate: (333.4764, 1,956.7205) ft
Right-Zone Right Coordinate: (525.4812, 2,021.6692) ft
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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