2006-12-19_REVISION - M2001107

• Permit No: M2001107
• IBM Index Class Name: Revision
• Doc Date: 12/19/2006
• Doc Name: Adequacy Review Response
• From: J&T Consulting, Inc.
• To: DRMS
• Type & Sequence: TR3
• Media Type: D
• Archive: No

9-NCC-EQ.OPT
XSTABL File: 4-NCC-EQ 11-27-** 19:39
* 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 CASE 4 - CR 25 - 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
1 200.0 103.0 285.0 103.0 9
2 285.0 103.0 286.0 100.0 9
3 286.0 100.0 291.0 100.0 9
4 291.0 100.0 292.0 103.0 9
5 292.0 103.0 292.1 106.0 3
6 292.1 106.0 292.2 121.5 2
7 292.2 121.5 299.7 137.0 2
8 299.7 137.0 301.2 190.0 1
9 301.2 140.0 348.0 190.3 1
10 398.0 190.3 358.0 140.3 1
11 356.0 140.3 369.6 140.3 1
12 369.6 140.3 378.9 141.7 1
13 378.9 141.7 901.0 141.7 1
19 401.0 141.7 916.0 141.9 1
5 SUB SURFACE bo undary segme nts
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 299.7 137.0 398.0 137.3 2
2 398.0 137.3 376.0 137.3 2
3 376.0 137.3 418.0 137.3 2
9 292.1 106.0 418.0 106.0 3
5 292.0 103.0 418.0 103.0 9
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