Page 2044 - skylineranchfeiraddendum1216

Qls
2 -
2 ­
Settings
Phi': 40 °
Phi­B: 0 °
View: 2D
Phi': 20 °
Phi­B: 0 °
Advanced
Materials
Slip Surface
Kind: SLOPE/W
Date: 3/22/2016
Method: Spencer
File Version: 8.15
F of S Distribution
Cohesion': 225 psf
Strength Units: psf
Cohesion': 150 psf
Time: 11:39:33 AM
Tension Crack
Length(L) Units: Feet
Project Settings
Unit Weight: 120 pcf
Unit Weight: 100 pcf
Element Thickness: 1
Pressure(p) Units: psf
File Information
Revision Number: 145
TQs 25° bedding 8-13
Model: Anisotropic Fn.
Analysis Settings
Time(t) Units: Seconds
Force(F) Units: Pounds
Model: Anisotropic Fn.
Model: Mohr­Coulomb
Parent: 2 ­ Translational
TQs 17 ° bedding 6°-8 °
2 - Translational Seismic
Number of Slices: 30
F of S Tolerance: 0.01
Tool Version: 8.15.5.11777
Use Passive Mode: No
Last Solved Date: 3/22/2016
Max Absolute Lambda: 2
Last Solved Time: 11:40:30 AM
Unit Weight of Water: 62.4 pcf
Search Method: Root Finder
Critical slip surfaces saved: 1
Last Edited By: Alexander Bykovtsec
PWP Conditions Source: (none)
Translational Seismic
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 °
Initial Slip Surface Source: Parent Analysis
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.
Translational Seismic
Slip Surface Option: Critical Slip Surfaces from Other
Maximum iterations to calculate converged lambda: 20
C­Anisotropic Strength Fn.: TQs 150 psf (Along Bedding 6°­8°)
Report generated using GeoStudio 2012. Copyright © 1991­2016 GEO­SLOPE International Ltd.
Tolerable difference between starting and converged F of S: 3
Phi­Anisotropic Strength Fn.: TQs 17° (Along Bedding bedding 6°­8°)
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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A-1360
Fill
2 -
Phi': 33 °
Phi': 40 °
Phi­B: 0 °
Phi­B: 0 °
Phi': 40 °
Phi­B: 0 °
Y­Intercept: 1
Y­Intercept: 1
Y­Intercept: 1
Y­Intercept: 1
Cohesion': 200 psf
Cohesion': 200 psf
Cohesion': 225 psf
Vert Seismic Coef.: 0
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Unit Weight: 120 pcf
Model: Anisotropic Fn.
Model: Mohr­Coulomb
Data Point: (­90, 1)
Data Point: (7.9, 1)
Data Point: (­90, 1)
Data Point: (7.9, 1)
Data Point: (8.1, 1)
Data Point: (­90, 1)
Data Point: (­90, 1)
Data Point: (5.9, 1)
Horz Seismic Coef.: 0.15
Slip Surface Limits
Data Point: (8, 0.75)
Data Point: (13.1, 1)
Data Point: (13.1, 1)
Tmc 17 ° bedding 8°-13 °
Data Point: (13, 0.75)
Data Point: (6, 0.425)
Data Point: (8, 0.425)
Data Point: (8, 0.425)
Data Point: (13, 0.425)
Seismic Coefficients
Curve Fit to Data: 100 %
Segment Curvature: 0 %
Curve Fit to Data: 100 %
Segment Curvature: 0 %
Curve Fit to Data: 100 %
Segment Curvature: 0 %
Segment Curvature: 0 %
Curve Fit to Data: 100 %
Left Coordinate: (­200, 1,578) ft
Model: Spline Data Point Function
Model: Spline Data Point Function
Model: Spline Data Point Function
Model: Spline Data Point Function
TQs 150 psf (Along Bedding 6°-8°)
Translational Seismic
Function: Modifier Factor vs. Inclination
Tmc 150 psf (Along Bedding 8°-13°)
Function: Modifier Factor vs. Inclination
Function: Modifier Factor vs. Inclination
Function: Modifier Factor vs. Inclination
Right Coordinate: (810.1075, 1,722.407) ft
Data Points: Inclination (°), Modifier Factor
Data Points: Inclination (°), Modifier Factor
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.: TQs 100 psf (Along Bedding 8°­13°)
C­Anisotropic Strength Fn.: Tmc 150 psf (Along Bedding 8°­13°)
Phi­Anisotropic Strength Fn.: Tmc 17° (Along Bedding bedding 8°­13°)
Phi­Anisotropic Strength Fn.: TQs 25° (Along Bedding bedding 8°­13°) (2)
file:///P:/FINAL%20PROJECTS/PARDEE/Skyline%20Ranch/SLOPE%20RESULTS/Sect...
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