REP44108

• Permit No: M1988112
• IBM Index Class Name: Report
• Doc Date: 7/14/1993
• Doc Name: APPENDIX D.3 YIELD ACCELERATION STABILITY ANALYSES
• Media Type: D
• Archive: No

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Failure Surfaces Examined.
First.
They Are Ordered - Most Critical
* * 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
5 390.45 193.17
6 439.19 204.33
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
*** 1.001 ***
Individual data on the 21 slices
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(kq) Lbs(kq) Lbs(kg) Lbs(k g) Lbs(kg)
1 8.3 156.0 .0 .0 .0 .0 51.6 .0 .0
2 41.7 33754.5 .0 .0 .0 .0 11172.7 .0 .0
3 47.2 108633.4 .0 .0 .0 .0 35957.7 .0 .0
4 2.7 8273.3 .0 .0 .0 .0 2738.5 .0 .0
5 49.6 183441.5 .0 .0 .0 .0 60719.1 .0 .0
6 49.3 231884.9 .0 .0 .0 .0 76753.9 .0 .0
7 48.7 262076.3 .0 .0 .0 .0 86747.2 .0 .0
8 48.1 274193.8 .0 .0 .0 .0 90758.1 .0 .0
9 47.3 268751.1 .0 .0 .0 .0 88956.6 .0 .0
10 35.4 190717.4 .0 .0 .0 .0 63127.5 .0 .0
11 10.9 53552.4 .0 .0 .0 .0 17725.9 .0 .0
12 4.1 18350.2 .0 .0 .0 .0 6073.9 .0 .0
13 15.0 63944.1 .0 .0 .0 .0 21165.5 .0 .0
14 26.2 102879.9 .0 .0 .0 .0 34053.2 .0 .0
15 3.8 13731.7 .0 .0 .0 .0 4545.2 .0 .0
16 2.0 7104.1 .0 .0 .0 .0 2351.5 .0 .0
17 28.0 71219.1 .0 .0 .0 .0 23573.5 .0 .0
18 10.0 9676.7 .0 .0 .0 .0 3203.0 .0 .0
19 .4 117.6 .0 .0 .0 .0 38.9 .0 .0
20 2.3 456.7 .0 .0 .0 .0 151.2 .0 .0