PERMFILE41166

• Permit No: M1999034
• IBM Index Class Name: Permit File
• Doc Name: SLOPE STABILITY EVALUATION FOR CAMAS 104TH AVENUE PROPERTY
• Media Type: D
• Archive: No

i ~
* * * * SIMPLIFIED BISHOP METHOD * * • + *
The most critical circular failure surface
is specified by
.~ 24 coordinate points
Point x-surf y-surf
No. (ft) (f t)
~~~ 1 187.37 24.74
2 189.85 24.41
3 192.34 24.22
4 194.84 24.19
5 197.34 24.29
6 199.82 24.55
7 202.29 24.94
8 204 .73 25.48
9 207.14 26.17
10 209.50 26.99
11 211.81 27.94
12 214.06 29.03
13 216.24 30.25
14 218.35 31.60
15 220.37 33.06
16 222.31 34.65
17 224.15 36.34
18 225.89 38.13
19 227.52 40.03
20 229.04 42.01
21 230.44 44.08
~~ 22 231.72 46.23
23 232.87 48.45
24 233.56 50.00
**** Simplified BISHOP FOS = 1.672 ****
fYlxxYlxxxYYxiiMixxi*YIYxYIYxxfx###x#!*Y*xxi*YxxxYxlxx#xxxxxx*#*xxYY
#r YY
*+ Out of the 20o surfaces generated and analyzed by XSTABL, **
** 11 surfaces were found to have MISLEADING FOS values. **
xY #Y
YxxxYYxxxxYxxexYY Yx YYxxYxxxxxr*xxxx+xY*`YYxYYr*YxxYxxYxrYxxxxeYxYxxxe
The following is a summary of the TEN most critical surfaces
Problem Description Cooley Dragline Mining ® Fulton Ditc
FOS Circle Center Radius Initial Terminal Resisting