Page 2036 - skylineranchfeiraddendum1216

Qls
2 -
2 ­
Settings
Phi': 20 °
Phi': 40 °
View: 2D
Phi­B: 0 °
Phi­B: 0 °
Phi': 40 °
Advanced
Materials
Slip Surface
Method: Janbu
Kind: SLOPE/W
2 - Translational
Date: 3/22/2016
File Version: 8.15
F of S Distribution
Cohesion': 150 psf
Cohesion': 225 psf
Cohesion': 225 psf
Strength Units: psf
Time: 11:39:33 AM
Tension Crack
Unit Weight: 120 pcf
Unit Weight: 100 pcf
Unit Weight: 120 pcf
Project Settings
Element Thickness: 1
Length(L) Units: Feet
Pressure(p) Units: psf
File Information
TQs 25° bedding 8-13
Revision Number: 145
Model: Anisotropic Fn.
Time(t) Units: Seconds
Analysis Settings
Force(F) Units: Pounds
Model: Anisotropic Fn.
Model: Mohr­Coulomb
TQs 17 ° bedding 6°-8 °
Translational
Number of Slices: 30
Tool Version: 8.15.5.11777
F of S Tolerance: 0.01
Use Passive Mode: No
Last Solved Date: 3/22/2016
Last Solved Time: 11:40:29 AM
Slip Surface Option: Block
Unit Weight of Water: 62.4 pcf
Restrict Block Crossing: No
Critical slip surfaces saved: 1
Last Edited By: Alexander Bykovtsec
Translational
PWP Conditions Source: (none)
Tension Crack Option: (none)
F of S Calculation Option: Constant
Minimum Slip Surface Depth: 0.1 ft
Direction of movement: Right to Left
Driving Side Maximum Convex Angle: 5 °
File Name: Section 24 SSA for Skyline Ranch.gsz
Optimize Critical Slip Surface Location: No
Resisting Side Maximum Convex Angle: 1 °
Comments: Run By: Dr. Alexander Bykovtsev, Ph.D., P.E.
C­Anisotropic Strength Fn.: TQs 150 psf (Along Bedding 6°­8°)
C­Anisotropic Strength Fn.: TQs 100 psf (Along Bedding 8°­13°)
Report generated using GeoStudio 2012. Copyright © 1991­2016 GEO­SLOPE International Ltd.
Phi­Anisotropic Strength Fn.: TQs 17° (Along Bedding bedding 6°­8°)
Phi­Anisotropic Strength Fn.: TQs 25° (Along Bedding bedding 8°­13°) (2)
Title: Static Slope Stability Analyses for Skyline Ranch Development project, Tract 60922, Los Angeles CA
Directory: P:\FINAL PROJECTS\PARDEE\Skyline Ranch\SLOPE RESULTS\Section 24­24 results\latest update 3­21­16\
file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...
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Fill
2 -
Left Grid
Phi­B: 0 °
Phi­B: 0 °
Phi': 33 °
Phi­B: 0 °
Phi': 40 °
Right Grid
Y­Intercept: 1
Y­Intercept: 1
Cohesion': 200 psf
Cohesion': 200 psf
Vert Seismic Coef.: 0
Unit Weight: 120 pcf
Horz Seismic Coef.: 0
Unit Weight: 120 pcf
Y Increments: 10
X Increments: 10
X Increments: 10
Y Increments: 10
Model: Anisotropic Fn.
Model: Mohr­Coulomb
Ending Angle: 65 °
Slip Surface Block
Data Point: (­90, 1)
Data Point: (7.9, 1)
Translational
Data Point: (­90, 1)
Data Point: (7.9, 1)
Starting Angle: 45 °
Slip Surface Limits
Ending Angle: 180 °
Data Point: (13.1, 1)
Angle Increments: 2
Data Point: (8, 0.75)
Angle Increments: 2
Data Point: (13.1, 1)
Starting Angle: 135 °
Tmc 17 ° bedding 8°-13 °
Data Point: (13, 0.75)
Data Point: (8, 0.425)
Seismic Coefficients
Data Point: (13, 0.425)
Segment Curvature: 0 %
Curve Fit to Data: 100 %
Curve Fit to Data: 100 %
Segment Curvature: 0 %
Segment Curvature: 0 %
Curve Fit to Data: 100 %
Upper Left: (15, 1,527) ft
Lower Left: (29, 1,439) ft
Upper Left: (431, 1,627) ft
Lower Left: (456, 1,526) ft
Left Coordinate: (­200, 1,578) ft
Lower Right: (422, 1,508) ft
Lower Right: (713, 1,608) ft
Model: Spline Data Point Function
Model: Spline Data Point Function
Model: Spline Data Point Function
Function: Modifier Factor vs. Inclination
Function: Modifier Factor vs. Inclination
Function: Modifier Factor vs. Inclination
Tmc 150 psf (Along Bedding 8°-13°)
Right Coordinate: (810.1075, 1,722.407) ft
Data Points: Inclination (°), Modifier Factor
Data Points: Inclination (°), Modifier Factor
TQs 17° (Along Bedding bedding 6°-8°)
Tmc 17° (Along Bedding bedding 8°-13°)
Anisotropic Strength Functions
C­Anisotropic Strength Fn.: Tmc 150 psf (Along Bedding 8°­13°)
Phi­Anisotropic Strength Fn.: Tmc 17° (Along Bedding bedding 8°­13°)
file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...
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