REP23088

• Permit No: M1988112
• IBM Index Class Name: Report
• Doc Date: 7/14/1993
• Doc Name: APPENDIX D.2 PSEUDOSTATIC STABILITY ANALYSIS
• Media Type: D
• Archive: No

I
Failure Surfaces Examined. They Are Ordered - Most Critical
First.
* * Safety Factors Are Calculated By The Modified Janbu Method
' Failure Surface Specified By 12 Coordinate Points
Point X-Surf Y-Surf
' No. (ft) (ft)
1 191.67 174.58
2 241.66 175.29
3 291.55 178.62
4 341.19 184.59
5
6 390.45
439.19 193.17
204.33
7 487.27 218.05
8 534.56 234.29
9 580.93 253.00
10 626.24 274.13
11 670.38 297.62
' 12 674.33 300.00
*** 1.501 ***

Individual data on the 21 slices
' Water Water Tie Tie Earthquake
Force Force Forc e Force Force Surcharge
Slice Width Weight Top Bot Norm Tan Hor Ver Load
No. Ft(m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(k g) Lbs(kg) Lbs(kg) Lbs(k g) Lbs(kg)
1 8.3 156.0 .0 .0 .0 .0 23.4 .0 .0
2 41.7 33754.5 .0 .0 .0 .0 5063.2 .0 .0
3 47.2 108633.4 .0 .0 .0 .0 16295.0 .0 .0
4 2.7 8273.3 .0 .0 .0 .0 1241.0 .0 .0
5 49.6 183441.5 .0 .0 .0 .0 27516.2 .0 .0
6 49.3 231884.9 .0 .0 .0 .0 34782.7 .0 .0
' 7 48.7 262076.3 .0 .0 .0 .0 39311.4 .0 .0
8 48.1 274193.8 .0 .0 .0 .0 41129.1 .0 .0
9 47.3 268751.1 .0 .0 .0 .0 40312.7 .0 .0
10 35.4 190717.4 .0 .0 .0 .0 28607.6 .0 .0
11 10.9 53552.4 .0 .0 .0 .0 8032.9 .0 .0
12 4.1 18350.2 .0 .0 .0 .0 2752.5 .0 .0
13 15.0 63944.1 .0 .0 .0 .0 9591.6 .0 .0
14 26.2 102879.9 .0 .0 .0 .0 15432.0 .0 .0
15 3.8 13731.7 .0 .0 .0 .0 2059.8 .0 .0
16 2.0 7104.1 .0 .0 .0 .0 1065.6 .0 .0
' 17 28.0 71219.1 .0 .0 .0 .0 10682.9 .0 .0
18 10.0 9676.7 .0 .0 .C .0 1451.5 .0 .0
19 .4 117.6 .0 .0 .0 .0 17.6 .0 .0
' 20 2.3 456.7 .0 .0 .0 .0 68.5 .0 .0