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-DV-EQ.OPT
4 258.61 204.62
5 266.41 206.39
6 274.04 208.80
7 281.44 211.82
8 288.58 215.45
9 295.39 219.64
10 301.84 224.37
11 307.88 229.62
12 313.46 235.35
13 318.56 241.51
14 323.14 248.07
15 327.17 254.99
16 330.62 262.20
17 333.46 269.68
18 334.71 274.00
**** Simplified BISHOP FOS = 1.140 ****
********************************************************************
** **
** Out of the 9000 surfaces generated and analyzed by XSTABL, **
** 4 surfaces were found to have MISLEADING FOS values. **
** **
********************************************************************
The following is a summary of the TEN most critical surfaces
Problem Description : West Farm - Case D - 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. 1.140 240.86 300.62 97.63 234.71 334.71 2.848E+07
2. 1.142 240.43 301.63 98.57 234.71 334.97 2.885E+07
3. 1.145 241.00 300.75 97.69 234.71 334.87 2.859E+07
4. 1.148 241.08 300.56 97.47 234.71 334.77 2.854E+07
5. 1.152 242.21 298.19 95.14 234.71 334.14 2.773E+07
6. 1.153 241.28 300.39 97.23 234.71 334.77 2.853E+07
7. 1.156 242.01 298.10 95.12 234.71 333.95 2.786E+07
8. 1.157 243.08 297.45 94.44 234.71 334.49 2.758E+07
9. 1.159 241.91 297.27 94.12 234.71 333.03 2.746E+07
10. 1.161 242.41 296.56 93.45 234.71 333.01 2.726E+07
* * * END OF FILE * * *
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