2009-03-17_REPORT - M2008078 ‎(2)‎

• Permit No: M2008078
• IBM Index Class Name: REPORT
• Doc Date: 3/17/2009
• Doc Name: Slope Stability Report- Appendix C
• From: J&T Consulting, Inc.
• To: DRMS
• Email Name: MAC
• Media Type: D
• Archive: No

GP-GV-EQ.OPT
8 288.25 212.57
9 294.41 215.90
10 300.30 219.67
11 305.89 223.88
12 311.15 228.50
13 316.05 233.50
14 320.57 238.85
15 324.66 244.53
16 328.32 250.49
17 331.52 256.72
18 334.24 263.17
19 336.48 269.80
20 336.76 270.91
**** Simplified BISHOP FOS = 1.161 ****
********************************************************************
** **
** Out of the 9000 surfaces-generated and analyzed by XSTABL, **
** 9 surfaces were found to have MISLEADING FOS values. **
** **
********************************************************************
The following is a summary of the TEN most critical surfaces
Problem Description : West Farm - Case G - VERTICAL - EQ
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. 1.161 247.12 296.17 93.17 240.71 336.76 2.398E+07
2. 1.172 246.48 306.47 103.41 240.71 343.16 2.804E+07
3. 1.173 247.39 298.44 95.33 240.71 338.58 2.497E+07
4. 1.173 247.89 297.82 94.79 240.71 338.70 2.483E+07
5. 1.174 247.23 301.88 98.79 240.71 340.88 2.633E+07
6. 1.174 246.47 308.18 105.11 240.71 344.19 2.874E+07
7. 1.175 247.14 306.18 103.16 240.71 343.61 2.806E+07
8. 1.178 247.33 307.35 104.34 240.71 344.52 2.859E+07
9. 1.178 246.23 308.51 105.35 240.71 344.09 2.885E+07
10. 1.178 246.98 298.18 94.88 240.72 337.80 2.479E+07
* * * END OF FILE * * *
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