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-F.OPT
XSTABL File: RANK-F 10-09-** 18:90
* 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 63843, U.S.A.
*
* All Rights Reserved
* *
* Ver. S.lOSa 95 A 1483
Problem Description Rankin - Case F
----------------------------
SEGMENT BOUNDARY COORDINATES
____________________________
9 SURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 100.0 103.0 190.0
2 190.0 103.0 191.0
3 191.0 100.0 196.0
9 196.0 100.0 197.0
5 197,0 103.0 197.1
6 197,1 106.0 197,2
7 197,2 118.0 202.8
8 202.8 129.5 204.6
9 204.6 133.0 332.8
3 SUBSURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 202.8 129.5 332.8
2 197.1 106.0 332.8
3 197.0 103.0 332.8
ISOTROPIC Soil Parameters
y-right Soil Unit
(ft) Below Segment
103.0 4
100.0 9
100.0 9
103.0 9
106.0 3
116.0 2
129.5 2
133.0 1
133.3 1
y-right Soil Unit
(ft) Below Segment
129.8 2
106.0 3
103.0 9
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.D 150.0 22.00 .000 .0 1
Page 1