REP00015 ‎(3)‎

' ISOTROPIC SOIL PARAMETERS
5 Type(s) of Soil
' A Horizontal Earthquake Loading Coefficient
Of .000 Has Been Assigned
A Vertical Earthquake Loading Coefficient
Of .000 Has Been Assigned
' Cavitation Pressure = .0 psf
Janbus Empirical Coef is being used for the case of c 6 phi both > 0
' 1
A Critical Failure Surface Searching Method, Using A Random
' Technique For Generating Sliding Block Surfaces, Has Been
Specified.
' 800 Trial Surfaces Have Been Generated.
'
Soil
Total
Saturated
Cohesion
Friction
Pore
Pressure
Piez.
Box
Type
Unit Wt.
Unit Wt.
Intercept
Angle
Pressure
Constant
Surface
2
'
No.
(pcf)
(pcf)
(psf)
(deg)
Param.
(psf)
No.
1
125.0
135.0
.0
35.0
.00
.0
0
2
105.0
117.0
350.0
30.0
.00
.0
0
3
125.0
135.0
.0
35.0
.00
.0
0
4
125.0
135.0
.0
18.0
.00
.0
0
5
116.0
116.0
300.0
.0
.00
.0
0
' A Horizontal Earthquake Loading Coefficient
Of .000 Has Been Assigned
A Vertical Earthquake Loading Coefficient
Of .000 Has Been Assigned
' Cavitation Pressure = .0 psf
Janbus Empirical Coef is being used for the case of c 6 phi both > 0
' 1
A Critical Failure Surface Searching Method, Using A Random
' Technique For Generating Sliding Block Surfaces, Has Been
Specified.
' 800 Trial Surfaces Have Been Generated.
'
2 Boxes
Specified For Generation Of Central Block Base
Length
Of Line Segments For Active And Passive Portions Of
Sliding
Block Is 20.0
Box
X -Left Y -Left X -Right Y -Right Height
No.
(ft) (ft) (ft) (ft) (ft)
1
200.00 174.75 225.00 175.50 .25
'
2
575.00 186.00 675.00 189.00 .25
1
'
Following Are Displayed The Ten Most Critical Of The Trial
Failure
Surfaces Examined. They Are Ordered - Most Critical
First.
'
* * Safety Factors Are Calculated By The Modified Janbu Method * *