2008-04-03_REVISION - M1980149 ‎(7)‎

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

HSVRIIH2.OPT
XSTABL File: HSVRIIH2 3-31-08 11:55
******************************************
* X S T A B 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 hws res full
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
5 SURFACE boundary segments
segment x-left y-left x-right
No . (ft) (ft) (ft)
1 190.0 15.0 215.0
2 215.0 15.0 249.0
3 249.0 27.0 337.0
4 337.0 27.0 349.0
5 349.0 27.0 400.0
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 1
27.0 1
27.0 1
27.0 3
10.0 3
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.
Page 1