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-HEQ.OPT
XSTABL File: RANK-HEQ 10-09-** 16:92
* 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 83843, U.S.A.
* *
* All Rights Reserved
*
* Ver. S.lOSa 95 A 1983
Problem Description Rankin - Case H - Seismic
----------------------------
SEGMENT BOUNDARY COORDINATES
----------------------------
19 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 100.0 103.0 185.0 103.0 4
2 185.0 103.0 186.0 100.0 4
3 186.0 100.0 191.0 100.0 9
4 191.0 100.0 192,0 103.0 4
5 192.0 103.0 192,1 106.0 3
6 192.1 106.0 192.2 118.5 2
7 192.2 118.5 197,1 126,6 2
8 197.1 128.6 199.8 134.0 1
9 199.8 139.0 241.9 135,0 1
10 241.4 135.0 248.7 136.9 1
11 248.7 136.4 263.9 132.2 1
12 263.4 132.2 275.6 131.0 1
13 275.6 131.0 281.8 133.8 1
19 281.8 133.8 293.1 133.9 1
5 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 197.1 128.6 241.9 130.0 2
2 241.4 130.0 275.6 125.9 2
3 275.6 125.9 293.1 128.9 2
9 192.1 106.0 293.1 106.0 3
5 192.0 103.0 293.1 103.0 9
--------------------------
ISOTROPIC Soil Parameters
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