2008-04-15_REVISION - M1980244 ‎(248)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 4/15/2008
• Doc Name: VOL V APP 8 Appendix B.6.4 Interface Shear Strength Testing for Phase II ‎(Borrow 5 1996a)‎
• From: CC & V
• To: DRMS
• Type & Sequence: AM9
• Media Type: D
• Archive: No

XSTABL File: 2847A00.. 7-05-96 17:21
******************************************
* X STAB L
* Slope Stability Analysis
* using the
* Method oi~ Slices
*
* Copyright (C} 1992 ~ 95
* Interactive Software Designs, Inc.
* Moscow, ID 83843, U.S.A.
*
* All Rights Reserved
*
* Ver. 5.105 95 a 1318
Problem Description
SEGMENT BOUNDARY COORDINATES
-----------------------------
8 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
ment
S
l
No. (ft) (ft1 (ft) (ft) eg
ow
Be
1 900.0 9190.0 1000.0 9190.0 1
2 1000.0 9190.0 1287.5 9305.0 1
3 1287.5 9305.0 1315.3 9305.0 1
4 1315.3 9305.0 1318.5 9305.0 2
5 1318.5 9305,0 1333.5 9300.0 2
6 1333.5 9300.0 1548.0 9300.0 3
7 1548.0 9300.0 2348.0 9620.0 3
8 2348.0 9620.0 3000.0 9620.0 3
13 SUBSURFACE bo undary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft} (ft) (ft) - Below Segment
1 1333.5 9300.0 1497.5 9246.0 2
2 1497.5 9246.0 1538.0 9246.0 2
3 1538.0 9246.0 1690.0 9251.0 2
4 1690.0 9251.0 1880.0 9261.0 2
5 1880.0 9261.0 2142.5 9366.0 2
6 2142.5 9366.0 3000.0 9366.0 2
,'; 7 1315.3 9305.0 1333.2 9299.0 1
8 1333.2 9299.0 1497.5 9245.0 1
9 1497.5 9245.0 1538.0 9245.0 1
10 1538.0 9245.0 1690.0 9250.0 1
11 1690.0 9250.0 1880.0 9260.0 1
II - -