2002-03-29_REVISION - M1999034 ‎(2)‎

• Permit No: M1999034
• IBM Index Class Name: Revision
• Doc Date: 3/29/2002
• Doc Name: Engineered Embankment TR
• From: Applegate Group
• To: DMG
• Type & Sequence: TR3
• Media Type: D
• Archive: No

XSTABL File: ARVSS 3-26-** 16:56
* X S TAB L
* *
* Slope Stability Analysis
* using the
* Method of Slices
* *
* Copyright (C) 1992 A 96 *
* Interactive Software Designs, Inc.
* Moscow, ID 83843, U.S.A.
x
* All Rights Reserved
* *
* Ver. S.lO5a 95 A 1983
Problem Description Aravada Dike Steady State
-----------------------------
SEGMENT BOUNDARY COORDINATES
5 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ftl Below Segment
1 .0 30.0 100.0 30.0 3
2 100.0 30.0 190.0 60.0 1
3 190.0 60.0 215.0 60.0 1
4 215.0 60.0 305.0 30.0 1
5 305.0 30.0 400.0 30.0 3
6 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 135.0 30.0 195.0 59.0 2
2 195.0 59.0 210.0 59.0 2
3 210.0 59.0 270.0 30.0 2
4 100.0 30.0 135.0 30.0 3
5 135.0 30.0 270.0 30.0 3
6
--------- 270.0
---------- 30.0
------- 305.0 30.0 3
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