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

1-NCC-E4.OPT
XSTABL File: 1-NCC-EQ 11-27-** 16:20
*+**********k***t***********************1:*
* 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 83693, U.S.A.
*
* All Rights Reserved
* *
* Ver. 5.1O5a 95 Yi 1983
Problem Description CASE 1 - SAND HILL CHANNEL - SEISMIC
----------------------------
SEGMENT BOUNDARY COORDINATES
____________________________
16 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 4
9 291.0 100.0 292.0 103.0 9
5 292.0 103.0 292.1 106.0 3
6 292.1 106.0 292.2 121.5 2
7 292.2 121.5 299.8 137.0 2
8 299.8 137.0 301.3 140.0 1
9 301.3 190.0 394.3 190.0 1
10 344.3 140.0 351.7 143.0 1
11 351.7 143.0 370.6 143.0 1
12 370.6 193.0 372.2 192.0 1
13 372.2 142.0 380.2 137.0 1
19 380.2 137.0 397.7 137.0 1
15 397.7 137.0 906.1 192.0 1
16 906.1 192.0 420.0 142.0 1
8 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right
No. (ft) (ft) (ft) (ft)
1 299.8 137.0 367.2 137.0
2 367.2 137.0 375.4 137.0
3 375.4 137.0 380.2 139.0
9 380.2 134.0 397.7 139.0
5 397.7 139.0 406.1 139.0
6 906.1 139.0 920.0 139.0
Soil Unit
Below Segment
2
2
2
2
2
2
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