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

Point X-Surf Y-Surf
' No. (ft) (ft)
1 434.93 170.00
2 435.44 169.51
' 3 444.55 165.39
4 452.13 158.86
' 5
6 459.75
509.79 152.39
153.94
7 516.47 161.39
8 522.71 169.20
9 527.94 177.72
10 534.99 184.82
11 538.35 194.23
12 545.41 201.32
' 13 546.28 205.00
' *** 1.103 ***
1
Individual data on the 17 slices
t
water Water Tie Tie Earthquake
Force Force Force Force Force Surcharge
1 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 .5 13.1 .0 .0 .0 .0 2.0 .0 .0
2 9.1 2440.2 .0 .0 .0 .0 366.0 .0 .0
' 3 7.6 6264.7 .0 .0 .0 .0 939.7 .0 .0
4 3.4 4446.5 .0 .0 .0 .0 667.0 .0 .0
' S
6 4.3
10.3 7146.9
19173.1 .0
.0 .0
.0 .0
.0 .0
.0 1072.0
2876.0 .0
.0 .0
.0
7 39.8 120327.9 .0 .0 .0 .0 18049.2 .0 .0
8 1.8 7634.3 .0 .0 .0 .0 1145.1 .0 .0
' 9 4.8 19034.8 .0 .0 .0 .0 2855.2 .0 .0
10 6.2 22432.6 .0 .0 .0 .0 3364.9 .0 .0
11 .5 1647.9 .0 .0 .0 .0 247.2 .0 .0
12 4.7 14158.4 .0 .0 .0 .0 2123.8 .0 .0
t 13 7.1 17150.6 .0 .0 .0 .0 2572.6 .0 .0
14 3.4 5812.9 .0 .0 .0 .0 871.9 .0 .0
15 1.6 1960.5 .0 .0 .0 .0 294.1 .0 .0
' 16 5.4 4325.1 .0 .0 .0 .0 648.8 .0 .0
17 .9 199.9 .0 .0 .0 .0 30.0 .0 .0
' Failure Surfa ce Specified By 13 Coordinate Points
t Point
No X-Surf
(ft) Y-Surf
(ft)
.
1 434.93 170.00
' 2 435.44 169.51
3 444.55 165.39
4 452.13 158.86
' 5 459.75 152.39