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-EV-EQ.OPT
The most critic al circular failure surface
is specified by 18 coordinate points
Point x-surf y-surf
No. (ft) (ft)
1 244.71 203.22
2 251.71 203.05
3 258.69 203.50
4 265.61 204.59
5 272.39 206.30
6 279.00 208.61
7 285.37 211.51
8 291.46 214.97
9 297.20 218.96
10 302.57 223.46
11 307.50 228.43
12 311.97 233.82
13 315.93 239.59
14 319.35 245.70
15 322.21 252.09
16 324.48 258.71
17 326.14 265.51
18 326.26 266.29
**** Simplified BISHOP FOS = 1.135 ****
The following is a summary of the TEN most critical surfaces
Problem Description : West Farm - Case E - 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. 1.135 250.15 .280.48 77.45 244.71 326.26 1.580E+07
2. 1.135 250.20 281.18 78.15 244.71 326.89 1.603E+07
3. 1.138 249.76 291.60 88.60 244.70 335.01 1.945E+07
4. 1.144 250.12 281.82 78.66 244.71 327.22 1.625E+07
5. 1.145 250.27 290.86 87.82 244.71 334.92 1.930E+07
6. 1.146 250.33 290.64 87.60 244.71 334.82 1.924E+07
7. 1.147 250.53 286.59 83.49 244.71 331.72 1.788E+07
8. 1.149 250.18 284.01 80.81 244.71 329.06 1.698E+07
9. 1.149 249.87 285.76 82.54 244.71 330.19 1.752E+07
10. 1.150 250.76 285.74 82.61 244.71 331.21 1.763E+07
* * * END OF FILE * * *
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