2018-06-22_REVISION - M2008017

• Permit No: M2008017
• IBM Index Class Name: REVISION
• Doc Date: 6/22/2018
• Doc Name Note: Adequacy Review Response #2
• Doc Name: Adequacy Review Response #2
• From: J&T Consulting, Inc.
• To: DRMS
• Type & Sequence: AM1
• Email Name: ECS
• Media Type: D
• Archive: No

WEST2.OPT
XSTABL File: WEST2 3-05-' 15:44
L**
XSTABL *
* Slope Stability Analysis *
* using the *
•• Method of Slices *
* Copyright (C) 1992 A 96 ••
•• Interactive Software Designs, Inc. *
•• Moscow, ID 83843, U.S.A. •••
* All Rights Reserved ••
* Ver. 5.105a 95 A 1483
** ***
Problem Description : Derr Pit West 2
SEGMENT BOUNDARY COORDINATES
5 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil unit
No. (ft) (ft) (ft) (ft) Below Segment
1 .0 103.0 100.0 103.0 2
2 100.0 103.0 325.0 178.0 3
3 325.0 178.0 347. 5 178.0 3
4 347. 5 178.0 352. 5 178.0 4
5 352. 5 178.0 420.0 178.0 3
9 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 100.0 103.0 347.4 103.0 2
2 347.4 103.0 347.5 178.0 4
3 352. 5 178.0 352.6 103.0 4
4 352.6 103.0 420.0 103.0 4
5 .0 100.0 347.3 100.0 1
6 347.3 100.0 347.4 103.0 4
7 352.6 103.0 352.7 100.0 4
8 352.7 100.0 420.0 100.0 1
9 347.3 100.0 352.7 100.0 1
ISOTROPIC Soil Parameters
4 Soil unit(s) specified
Soil Unit weight Cohesion Friction Pore Pressure Water
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