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

5-NCC-EQ.OPT
XSTABL File: 5-NCC-EQ 11-27-** 20:09
* 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 63893, U.S.A.
*
* All Rights Reserved
* *
* Ver. S.lO5a 95 p 1983
Problem Description CASE 5 - POWER LINE - SEISMIC
_____________________________
SEGMENT BOUNDARY COORDINATES
12 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 200.0 103.0 265.0 103.0 4
2 265.0 103.0 286.0 100.0 4
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
6 292.1 106.0 292.2 116.5 2
7 292.2 116.5 297.3 127.0 2
8 297.3 127.0 298.6 130.0 1
9 298.8 130.0 350.0 130.1 1
10 350.0 130.1 932.0 130.9 1
11 932.0 130.9 992.5 132.9 1
12 992.5 132.9 997.3 132.4 1
7 SUB SURFACE bo undary segme nts
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 297.3 127.0 350.0 127.1 2
2 350.0 127.1 365.2 127.2 2
3 365.2 127.2 932.0 127.9 2
4 932.0 127.9 993.5 129.9 2
5 993.5 129.7 997.3 129.9 2
6 292.1 106.0 997.3 106.0 3
7 292.0 103.0 997.3 103.0 9
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