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

CASE3.OPT
The most critical circular failure surface
is specified by 33 coordinate points
Point x-surf y-surf
No. (ft) (ft)
1 116.86 208.48
2 124.60 206.46
3 132.41 204.71
4 140.27 203.22
5 148.17 201.99
6 156.12 201.03
7 164.09 200.34
8 172.08 199.91
9 180.07 199.76
10 188.07 199.87
11 196.06 200.25
12 204.04 200.90
13 211.99 201.82
14 219.90 203.00
15 227.77 204.45
16 235.58 206.16
17 243.33 208.14
18 251.01 210.37
19 258.62 212.86
20 266.13 215.60
21 273.55 218.60
22 280.86 221.84
23 288.07 225.32
24 295.15 229.05
25 302.10 233.01
26 308.91 237.20
27 315.58 241.62
28 322.10 246.26
29 328.45 251.12
30 334.64 256.18
31 340.66 261.46
32 346.50 266.93
33 350.46 270.90
**** Simplified BISHOP FOS = 1.621 ****
The following is a summary of the TEN m
Problem Description : KERSEY PIT - CASE
FOS Circle Center Radius
(BISHOP) x-coord y-coord
(ft) (ft) (ft)
1. 1.621 180.71 437.92 238.17
Page 4
Dst critical surfaces
3
Initial Terminal Resisting
x-coord x-coord Moment
(ft) (ft) (ft-lb)
116.86 350.46 7.905E+07