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-FE4-OPT
XSTABL File: RANK-FEQ 10-10-** 9:25
* X S T A B L
* *
* Slope Stability Analysis
* using the
* Method of Slices
*
* Copyright (C) 1992 t1 96
* Interactive Software Designs, Inc.
* Moscow, ID 83643, U.S.A.
* *
* All Rights Reserved
* *
* Ver. 5.105a 95 ti 1963
Problem Description Rankin - Case F - Seismic
--------------------- -----
SEGMENT BOUNDARY COORDINATES
____________________________
9 SURFACE boundary segments
Segment x-left y-left x-right y-right
No. (ft) (ft) (ft) (ft)
1 100.0 103.0 190.0 103.0
2 190.0 103.0 191.0 100,0
3 191.0 100.0 196.0 100.0
9 196.0 100.0 197.0 103.0
5 197.0 103.0 197.1 106.0
6 197.1 106.0 197.2 118.0
7 197.2 118.0 202.8 129.5
8 202.8 129.5 209.6 133.0
9 209.6 133.0 332.8 133.3
Soil Unit
Below Segment
4
9
9
4
3
2
2
1
1
3 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 202.8 129.5 332.8 129.6 2
2 197.1 106.0 332.8 106.0 3
3 197.0 103.0 332.8 103.0 4
--------------------------
ISOTROPIC Soil Parameters
__________________________
4 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.
1 110.0 131.0 150.0 22.00 .000 .0 1
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