2008-04-03_REVISION - M1980149 ‎(9)‎

• Permit No: M1980149
• IBM Index Class Name: REVISION
• Doc Date: 4/3/2008
• Doc Name: Adequacy review comments ‎(part 4)‎
• From: Applegate Group, Inc.
• To: DRMS
• Type & Sequence: AM3
• Email Name: ESC
• Media Type: D
• Archive: No

HIIHSVH2.OPT
XSTABL File: HIIHSVH2 3-31-08 9:51
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* X STAB L *
* *
* Slope Stability Analysis
* using the *
* Method of slices *
* *
* Copyright (C) 1992 - 2004
* Interactive software Designs, Inc. *
* Moscow, ID 83843, U.S.A.
* *
* All Rights Reserved *
* *
* ver. 5.206 96 - 1483 *
******************************************
Problem Description 100 foot berm sv NHw res II high
-----------------------------
SEGMENT BOUNDARY COORDINATES
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5 SURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 160.0 10.0 231.0
2 231.0 10.0 299.0
3 299.0 27.0 311.0
4 311.0 27.0 400.0
5 400.0 27.0 434.0
6 SUBSURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 281.0 10.0 450.0
2 231.0 10.0 259.0
3 286.0 10.0 311.0
4 259.0 10.0 264.0
5 264.0 6.0 276.0
6 276.0 6.0 281.0
--------------------------
ISOTROPIC Soil Parameters
--------------------------
y-right Soil unit
(ft) Below segment
10.0 2
27.0 3
27.0 3
27.0 1
15.0 1
y-right Soil unit
(ft) Below segment
15.0 2
10.0 2
10.0 1
6.0 2
6.0 2
10.0 2
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.
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