2008-11-26_PERMIT FILE - M2008080 ‎(9)‎

• Permit No: M2008080
• IBM Index Class Name: PERMIT FILE
• Doc Date: 11/26/2008
• Doc Name: Slope Stability- Appendix C
• From: Journey Ventures, LLC
• To: DRMS
• Media Type: D
• Archive: No

CASES-EQ.OPT
Factors of safety have been calculated by the
* * * * * SIMPLIFIED BISHOP METHOD * * *
The most critical circular failure surface
is specified by 30 coordinate points
Point x-surf y-surf
No. (ft) (ft)
1 137.33 215.02
2 146.13 213.10
3 154.99 211.53
4 163.91 210.32
5 172.86 209.46
6 181.85 208.95
7 190.85 208.81
8 199.85 209.02
9 208.83 209.59
10 217.78 210.52
11 226.69 211.80
12 235.54 213.43
13 244.32 215.42
14 253.01 217.75
15 261.60 220.42
16 270.08 223.44
17 278.44 226.79
18 286.65 230.47
19 294.71 234.47
20 302.61 238.79
21 310.33 243.42
22 317.86 248.35
23 325.18 253.58
24 332.29 259.09
25 339.18 264.88
26 345.83 270.95
27 352.24 277.27
28 358.39 283.84
29 364.27 290.65
30 366.04 292.87
**** Simplified BISHOP FOS = 1.184 ****
The following is a summary of the TEN most critical surfaces
Problem Description : KERSEY PIT - CASE 5 - EQ
FOS Circle Center Radius Initial Terminal Resisting
(BISHOP) x-coord y-coord x-coord x-coord Moment
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