2007-08-10_REVISION - M2001107 ‎(4)‎

• Permit No: M2001107
• IBM Index Class Name: REVISION
• Doc Date: 8/10/2007
• Doc Name: Slope Stability Report
• From: NCCI
• To: DRMS
• Type & Sequence: AM1
• Media Type: D
• Archive: No

RANK-EEQ.OPT
2 191.03 103.79
3 195.03 103.82
4 199.02 109.06
5 202.99 109.57
6 206.93 105.28
7 210.82 106.21
8 214.65 107.37
9 218.40 106.79
10 222.08 110.32
11 225.65 112.11
12 229.12 119.10
13 232.97 116.29
14 235.69 118.66
15 238.77 121.21
16 241.70 123.99
17 244.47 126.82
18 297.07 129.87
19 249.98 133.09
**** Simplified BISHOP FOS = 1.102 ****
The following is a summary of the TEN most critical surfaces
Problem Description ; Rankin - Case E - Seismic
FOS Circle Center Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
(ft) (ft) (ft) (ft) (ft) (ft-lb)
1. 1.102 192.51 173.66 70.09 187.03 299.48 6.071E+06
2. 1.139 197.19 163.33 59.21 187.07 248.29 5.133E+06
3. 1.206 199.92 163.76 59.72 187.08 250.90 5.333E+06
4. 1.220 201.51 157.28 53.28 187.10 299.00 4.727E+06
5. 1.279 196.70 185.67 61.92 187.04 257.89 7.$02E+06
6. 1.279 192.97 169.86 80.09 187.07 252.99 7.995E+06
7. 1.307 203.85 156.56 53.61 187.09 251.63 5.057E+06
8. 1.329 190.83 188.79 83.55 187.08 252.17 7.962E+06
9. 1.330 203.07 157.95 55.00 187.08 251.69 5.358E+06
10. 1.331 204.06 267.59 69.54 187.06 257.39 6.196E+06
* * * END OF FZLE
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