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

~~
Failure Surface Specified By 19 Coordinate Points
i ' Point X-Surf Y-Surf
No. (ft) (ft)
' 1 471.88 170.94
2 476.77 171.95
3 481.64 173.08
4 486.48 174.34
5 491.29 175.72
6 446.05 177.23
7 500.78 178.85
8 505.47 180.60
9 510.11 182.46
10 514.70 184.44
11 519.24 186.54
12 523.72 188.76
13 528.15 191.08
14 532.51 193.52
15 536.81 196.07
16 541.04 198.73
' 17
18 545.21
549.30 201.50
204.37
19 550.15 205.00
*** 1.113 ***
Individual data on the 19 slices
'
Water Water Tie Tie Earthquake
Force Force Force Force Farce 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(k g) Lbs(kg)
1 1
2 4.9
4.9 440.1
1270.9 .0
.0 .0
.0 .0
.0 .0
.0 66.0
190.6 .0
.0 .0
.0
3 4.8 2007.0 .0 .0 .0 .0 301.0 .0 .0
4 4.8 2648.1 .0 .0 .0 .0 397.2 .0 .0
5 4.8 3194.3 .0 .0 .0 .0 479.1 .0 .0
6 4.7 3646.1 .0 .0 .0 .0 546.9 .0 .0
7 4.7 4004.3 .0 .0 .0 .0 600.6 .0 .0
8 4.6 4270.2 .0 .0 .0 .0 640.5 .0 .0
9 4.6 4445.5 .0 .0 .0 .0 666.8 .0 .0
10 4.5 4532.2 .0 .0 .0 .0 679.8 .0 .0
' 11
12 4.5
4.4 4533.0
4450.4 .0
.0 .0
.0 .0
.0 .0
.0 679.9
667.6 .0
.0 .0
.0
13 4.4 4287.8 .0 .0 .0 .0 643.2 .0 .0
14 4.3 4048.7 .0 .0 .0 .0 607.3 .0 .0
' 15 3.2 2841.6 .0 .0 .0 .0 426.2 .0 .0
16 1.0 861.3 .0 .0 .0 .0 129.2 .0 .0
17 4.2 2542.8 .0 .0 .0 .0 381.4 .0 .0
' 18 4.1 1056.6 .0 .0 .0 .0 155.5 .0 .0