2007-08-10_REVISION - M2001107 ‎(4)‎

• Permit No: M2001107
• IBM Index Class Name: REVISION
• Doc Date: 8/10/2007
• Doc Name: Slope Stability Report
• From: NCCI
• To: DRMS
• Type & Sequence: AM1
• Media Type: D
• Archive: No

RANK-G,OPT
XSTABL File: RANK-G 10-09-** 18:41
* X S T A B L
* +
* Slope Stability Analysis
* using the
* Method of Slices
* *
* Copyright (C) 1992 A 96
* Interactive Software Designs, Inc.
* Moscow, ID 83893, U.S.A.
* +
* All Rights Reserved
*
* Ver. 5.105a 95 A 1983
Problem Description Rankin - Case G
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
10 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft} (ftj (ft) (ft) Below Segment
1 100.0 103.0 185.0 103.0 4
2 185.0 103.0 186.0 100.0 9
3 186.0 100.0 191.0 100.0 4
4 191.0 100.0 192.0 103.0 4
5 192.0 103.0 192.1 106.0 3
6 192.1 106.0 192.2 121.5 2
7 192.2 121.5 197.6 132.5 2
8 197.6 132.5 197.6 133.0 1
9 197.9 133.0 239.2 133.3 1
10 239.2 133.3 261,0 133.1 1
9 SUB SURFACE bo undary seg ments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 197.6 132.5 239.2 132.8 2
2 239.2 132.8 261.0 132.6 2
3 192.1 106.0 261.0 106.0 3
9 192.0 103.0 261.0 103.0 9
-------------------------
ISOTROPIC Soil Parameters
_________________________
4 Soil unit(s) specified
Soil Unit Weight Cohesion Friction Pore Pressure Water
Unit Moist Sat. Intercept Angle Parameter Constant Surface
No. (pcf) (pcf) (psf) (deg) Ru (psf) No.
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