Page 1218 - skylineranchfeiraddendum1216

1 -
Settings
View: 2D
Slip Surface
Kind: SLOPE/W
Method: Bishop
Date: 3/22/2016
File Version: 8.15
Time: 9:28:29 AM
Strength Units: psf
Tension Crack
Project Settings
Length(L) Units: Feet
Element Thickness: 1
Pressure(p) Units: psf
File Information
Revision Number: 155
Time(t) Units: Seconds
Analysis Settings
Force(F) Units: Pounds
Circular Mode of Failure
Tool Version: 8.15.1.11236
Use Passive Mode: No
Last Solved Date: 3/22/2016
Last Solved Time: 9:28:45 AM
1 - Circular Mode of Failure
Unit Weight of Water: 62.4 pcf
Critical slip surfaces saved: 1
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
File Name: Section 8-8 Seismic Final with keyway SSA for Skyline Ranch.gsz
Directory: G:\SLOPE RESULTS\Section 8-8 results\Latest updated 3-21-2016\
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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A-944
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Fill
Phi': 40 °
Phi': 33 °
Phi': 40 °
Phi': 40 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Phi-B: 0 °
Advanced
Materials
F of S Distribution
Cohesion': 225 psf
Cohesion': 200 psf
Cohesion': 200 psf
Cohesion': 200 psf
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
Circular Mode of Failure
Left-Zone Increment: 50
Number of Slices: 30
F of S Tolerance: 0.01
TQs100-25° bedding 3-14°
Tmc150-17° bedding 13-17°
Tmc100psf-25° bedding 0-15°
Slip Surface Entry and Exit
F of S Calculation Option: Constant
Minimum Slip Surface Depth: 0.1 ft
Left-Zone Right Coordinate: (167, 1,935) ft
Left-Zone Left Coordinate: (31.8663, 1,894.4016) ft
C-Anisotropic Strength Fn.: 100pcf-25° bedding 3-14°
C-Anisotropic Strength Fn.: 100psf-25° bedding 0-15°
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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