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-GEQ.OPT
XSTABL File: RANK-GEQ 10-09-** 18:42
* X S T A B L
+ *
* Slope Stability Analysis
* using the
* Method of Slices
* +
* Copyright (C) 1992 Y~ 96
* Interactive Software Designs, Inc.
* Moscow, ID 83893, U.S.A.
* *
* All Rights Reserved
*
* Ver. S.lOSa 95 A 1983
Problem Description Rankin - Case G - Seismic
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
10 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 100.0 1D3.0 185.0 103.0 4
2 185.0 103.0 186.0 100.0 9
3 186.0 100.0 191.0 100.0 4
9 191.0 100.0 192.0 103.0 9
5 192.0 103.0 192.1 106.0 3
6 192.1 ~ 106.0 192.2 121.5 2
7 192.2 121.5 197.6 132.5 2
8 197.6 132.5 197.8 133.0 1
9 197.6 133.0 239.2 133.3 1
10 239.2 133.3 261.0 133.1 1
4 SUB SURFACE bo undary seg ments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 197.6 132.5 239.2 132.6 2
2 239.2 132.8 261.0 132.6 2
3 192.1 106.0 261.0 106.0 3
9 192.0 103.0 261.0 103.0 9
-------------------------
ISOTROPIC Soil Parameters
_________________________
9 Soil unit(s) specified
Soil Unit Weight Cohesion Friction Pore Pressure Water
Unit Moist Sat. Intercept Angle Parameter Constant Surface
No. (pcf) (pcf) (psf) (deg) Ru (psf) No.
Page 1