2002-03-29_REVISION - M1999034 ‎(2)‎

• Permit No: M1999034
• IBM Index Class Name: Revision
• Doc Date: 3/29/2002
• Doc Name: Engineered Embankment TR
• From: Applegate Group
• To: DMG
• Type & Sequence: TR3
• Media Type: D
• Archive: No

13 147.45 30.61
14 150.42 31.00
15 153.38 31.50
16 156.32 32.09
17 159.24 32.79
16 162.13 33.59
19 164.99 34.49
20 167.82 35.49
21 170.61 36.58
22 173.37 37.77
23 176.08 39.06
24 178.74 40.43
25 181.36 41.90
26 183.92 43.46
27 186.43 45.11
28 168.88 46.84
29 191.27 48.66
30 193.59 50.55
31 195.85 52.53
32 198.04 54.58
33 200.15 56.71
34 202.19 58.91
35 203.13 60.00
**** Simplified BISHOP FOS = 2.503 ****
The following is a summary of the TEN most critical surfaces
Problem Description Aravada Dike Steady State
FO5 Circle Center Radius
(BISHOP) x-coord y-coord
(ft) (ft) (ft)
1. 2.503 137.59 116.77 86.73
2. 2.504 135.39 124.03 93.92
3. 2.508 138.49 111.86 81.44
4. 2.521 136.61 126.73 96.43
5. 2.526 138.09 120.20 89.09
6. 2.532 142.44 104.56 74.29
7. 2.536 140.19 98.92 68.21
8. 2.536 135.50 110.48 79.24
9. 2.543 142.15 104.84 73.06
10. 2.545 124.14 146.71 116.71
* * * END OF FILE
Initial Terminal Resisting
x-coord x-coord Moment
(ft) (ft) (ft-lb)
111.86 203.13 3.683E+06
110.45 204.10 4.009E+06
113.27 201.26 3.291E+06
111.16 206.21 4.226E+06
113.62 203.75 3.596E+06
115.73 201.88 3.091E+06
115.73 196.20 2.492E+06
113.27 196.57 2.779E+06
117.84 199.82 2.680E+06
104.82 202.26 4.683E+06
. * +
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