2008-04-03_REVISION - M1980149 ‎(11)‎

• Permit No: M1980149
• IBM Index Class Name: REVISION
• Doc Date: 4/3/2008
• Doc Name: Adequacy review comments ‎(part 2)‎
• From: Applegate Group, Inc.
• To: DRMS
• Type & Sequence: AM3
• Email Name: ESC
• Media Type: D
• Archive: No

HSVHIIL2.OPT
XSTABL File: HSVHIIL2 3-31-08 12:20
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* X S T A B L
* *
* Slope Stability Analysis *
* usingg 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 Hws res RDD
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SEGMENT BOUNDARY COORDINATES
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5 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 190.0 15.0 215.0 15.0 1
2 215.0 15.0 249.0 27.0 1
3 249.0 27.0 337.0 27.0 1
4 337.0 27.0 349.0 27.0 3
5 349.0 27.0 400.0 10.0 3
7 SUBSURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 215.0 15.0 337.0
2 337.0 27.0 371.0
3 337.0 15.0 371.0
4 371.0 10.0 378.0
5 378.0 10.0 383.0
6 383.0 5.0 395.0
7 395.0 5.0 400.0
--------------------------
ISOTROPIC Soil Parameters
--------------------------
y-right Soil Unit
(ft) Below Segment
15.0 2
10.0 1
10.0 2
10.0 2
5.0 2
5.0 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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