REP35246

• Permit No: M1999050
• IBM Index Class Name: Report
• Doc Name: SLOPE STABILITY ANALYSIS TIMNATH CONNELL PIT
• Media Type: D
• Archive: No

XSTABL File: RUN9 8-29-99 15:50
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` X S T A B L +
i *
* Slope Stability Analysis
* using the *
* Method of Slices *
* Copyright (C} 1992 A 96 *
* Interactive Software Designs, Inc.
* Moscow, ID 63893, U.S.A.
* All Rights Reserved
}
* Ver. S.lOSa 95 A 1983
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Problem Description mining conditions - box elder ditch
----------------------------
SEGMENT BOUNDARY COORDINATES
6 SURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 100.0 30.0 205. 0
2 205.0 30.0 207. 0
3 207.0 91.0 208. 0
9 208.0 46.0 233. 0
5 233.0 96.0 235. 0
6 235.0 41.0 293. 0
7 243.0 91.0 295. 0
8 295.0 96.0 300. 0
2 SUBSURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 20"7.0 91.0 300.0
2 205.0 30.0 300.0
--------------------------
ISOTROPIC Soil Parameters
--------------------------
y-right Soil Unit
(ft) Below Segment
30.0 3
41.0 1
96.0 2
96.0 2
91.0 2
91.0 2
96.0 2
96.0 2
y-right Soil Unit
(ft) Below Segment
91.0 2
30.0 3
3 Soil unit(s) specified