REP12743

• Permit No: M1988112
• IBM Index Class Name: Report
• Doc Date: 7/14/1995
• Doc Name: APPENDIX F STABILITY ANALYSES PRINTOUTS
• Media Type: D
• Archive: No

Each Surface Terminates Between X = 732.50 ft.
~ ' and X = 965.00 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 .0
And 18.0 deg.
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 Jambu Method
1
Failure Surface Specified By 13 Coordinate Points
'
Point X-Surf Y-Surf
No. (ft) (ft)
' ,
1 200.00 175.00
2 248.44 187.38
3 296.87 199.83
4 345.28 212.34
S 393.67 224.92
' 6
7 442.05
490.40 237.56
250.27
8 538.74 263.05
9 587.07 275.89
' 10 635.37 288.80
11 683.66 301.77
12 731.93 314.81
' 13 732.63 315.00
' *** 2.872 ***
r I
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t 23 slices
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' Water Water Tie Tie Earthquake
Force Force Force Force Force Surcharge
Slice Width Weight Top Bot Norm Tan Hor Ver Load
'
No. Ft (m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg)