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-EEQ.OPT
XSTABL File: RANK-EEQ 10-09-** 18:40
* X S T A B L
* *
* Slope Stability Analysis
* using the
* Method of Slices
*
* Copyright (C) 1992 ~ 96
* Interactive Software Designs, Inc.
* Moscow, ID 83893, U.S.A. *
* *
* All Rights Reserved
+ *
* Ver. S.lOSa 95 p 1483
Problem Description Rankin - Case E - Seismic
____________________________
SEGMENT BOUNDARY COORDINATES
----------------------------
17 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 100.0 103.0 160.0 103.0 9
2 180.0 103.0 181.0 100.0 9
3 181.0 100.0 186.0 100.0 9
9 186.0 100.0 187.0 103.0 4
5 187.0 103.0 187.1 106.0 3
6 187.1 106.0 187.2 118.0 2
7 187.2 118.0 199.3 132.5 2
8 194.3 132.5 194.5 133.0 1
9 199.5 133.0 215.3 133.1 1
10 215.3 133.1 225.7 134.3 1
11 225.7 139.3 239.8 139.4 1
12 239.8 139.4 247.6 133.7 1
13 297.6 133.7 259.9 131.3 1
19 259.4 131.3 259.4 131.2 1
15 259.9 131.2 271.1 133.0 1
16 271.1 133.0 279.6 133.7 1
17 279.8 133.7 285.8 133.7 1
11 SUB SURFACE bo undary segme nts
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 199.3 132.5 215.3 132.6 2
2 215.3 132.6 225.7 133.8 2
3 225.7 133.8 239.8 133.9 2
9 239.8 133.9 247.6 133.2 2
5 297.6 133.2 259.9 130.8 2
6 254.4 130.8 259.4 130.7 2
7 259.9 130.7 271.1 132.5 2
B 271.1 132.5 279.8 133.2 2
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