REP00015 ‎(2)‎

i
' 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 & phi both > 0
' 1
' A Critical Failure Surface Searching Method, Using A Random
Technique For Generating Sliding Block Surfaces, Has Been
Specified.
1000 Trial Surfaces Have Been Generated.
' 2 Boxes Specified For Generation Of Central Block Base
'
Soil
Total
Saturated
Cohesion
Friction
Pore
Pressure
Piez.
10.0
Type
Unit Wt.
Unit Wt.
Intercept
Angle
Pressure
Constant
Surface
No.
(pcf)
(pcf)
(psf)
(deg)
Param.
(psf)
No.
'
No.
(ft)
(ft)
(ft)
(ft)
(ft)
'
1
450.00
1
125.0
135.0
.0
35.0
.00
.0
0
545.00
2
105.0
116.0
350.0
30.0
.00
.0
0
3
125.0
135.0
.0
35.0
.00
.0
0
4
116.0
116.0
350.0
30.0
.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 & phi both > 0
' 1
' A Critical Failure Surface Searching Method, Using A Random
Technique For Generating Sliding Block Surfaces, Has Been
Specified.
1000 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
10.0
1
Box
X -Left
Y -Left
X -Right
Y -Right
Height
No.
(ft)
(ft)
(ft)
(ft)
(ft)
'
1
450.00
160.00
504.50
160.00
20.00
2
505.00
160.00
545.00
160.00
20.00
'
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
Failure Surface Specified By 9 Coordinate Points
1