PERMFILE60711

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

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XSTABL File: COOLS 12-16-98 11:19
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* X S TAB L
+ +
* Slope Stability Analysis
* using the *
* Method of Slices
+ +
* Copyright (C) 1992 P. 96
+ Interactive Software Designs, Inc. +
+ MOSCOW, ID 83843, U.S.A. +
+ +
+ All Rights Reserved
+ +
+ Ver. S.lOSa 95 A 1483
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Problem Description Cooley Dragline Mining o Fulton Hitt
SEGMENT
-------- BOUNDARY
--------- COORDINATES
------------
10 SURFACE boundary segments
Segment x-left y-left x-right y-righ t Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 100.0 20.0 185. 0 20. 0 4
2 185.0 20.0 200. 0 50. 0 2
3 200.0 50.0 219. 9 50. 0 2
4 219.9 50.0 223. 1 50. 0 2
5 223.1 50.0 235. 0 50. 0 2
6 235.0 50.0 250. 0 55. 0 2
7 250.0 55.0 265. 0 55. 0 2
8 265.0 55.0 281. 0 47. 0 2
9 281.0 47.0 290. 0 47. 0 2
10 290.0 47.0 306. 0 55. 0 2
3 SUBSURFACE boundary segme nts
Segment x-left y-left x-righ t y-righ t Soil Unit
No. (f t) (ft) (ft) (ft) Below Segment
1 185.0 20.0 220. 0 20. 0 4
2 220.0 20.0 220. 1 20. 0 4
3 220.1 20.0 306. 0 20. 0 4
ISOTROPIC Soil Parameters