REP00015 ‎(2)‎

'
Soil
Total
Saturated
Cohesion
Friction
Pore
Pressure
Piez.
Type
Unit Wt.
Unit Wt.
Intercept
Angle
Pressure
Constant
Surface
No.
(pcf)
(pcf)
(psf)
(deg)
Param.
(psf)
No.
'
1
125.0
135.0
.0
35.0
.00
.0
0
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
1
'
A Critical Failure Surface Searching Method,
Using A
Random
Technique For Generating Circular Surfaces,
Has Beet)
Specified.
1
Janbus Empirical Coef. is being used for the
case of
c & phi both > 0
1000 Trial Surfaces Have Been Generated.
i
40 Surfaces Initiate From Each Of 25 Points
Equally
Spaced
Along The Ground Surface Between X = 400.00
ft.
'
and X = 475.00
ft.
' Each Surface Terminates Between X = 550.00 ft.
and X = 600.00 ft.
' Unless Further Limitations Were Imposed, The Minimut Elevation
At Which A Surface Extends Is Y = 100.00 ft.
' 5.00 ft. Line Segments Define Each Trial Failure Surface.
Restrictions Have Been Imposed Upon The Angle Of Initiation.
The Angle Has Been Restricted Between The Angles Of -30.0
' And 20.0 deg.
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