REP00015 ‎(3)‎

' 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 Been Specified.
E1000 Trial Surfaces Have Been Generated.
'
40 Surfaces Initiate From Each Of
25
Points
Equally Spaced
I
Along The Ground Surface Between
X =
ISOTROPIC SOIL
PARAMETERS
and
X =
225.00
'
1
Each Surface Terminates Between
5 Type(s) of
Soil
ft.
'
and
X =
i
ft.
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
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
'
S 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
1
A Critical Failure Surface Searching Method, Using A Random
Technique For Generating Circular Surfaces, Has Been Specified.
E1000 Trial Surfaces Have Been Generated.
'
40 Surfaces Initiate From Each Of
25
Points
Equally Spaced
Along The Ground Surface Between
X =
175.00
ft.
and
X =
225.00
ft.
1
Each Surface Terminates Between
X =
670.00
ft.
'
and
X =
800.00
ft.
Unless Further Limitations Were Imposed, The Minimum Elevation
At Which A Surface Extends Is Y = 50.00 ft.
50.00 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
I