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

5OUTH1EQ.OPT
XSTABL File: SOUTH1EQ 3-05 15:48
***::v****it* ******is*s:z:.****:::t***** *******it
* 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 *
...............................4...* * :::: * * ****
Problem Description : Derr Pit South 1 EQ
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
2 100.0 103.0 355.0 188.0 3
3 355.0 188.0 377. 5 188.0 3
4 377. 5 188.0 382. 5 188.0 4
5 382. 5 188.0 420.0 188.0 3
9 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below segment
1 100.0 103.0 377.4 103.0 2
2 377.4 103.0 377.5 188.0 4
3 382.5 188.0 382.6 103.0 4
4 382.6 103.0 420.0 103.0 2
5 .0 100.0 377.3 100.0 1
6 377.3 100.0 377.4 103.0 4
7 382.6 103.0 382.7 100.0 4
8 382.7 100.0 420.0 100.0 1
9 377.3 100.0 382.7 100.0 1
ISOTROPIC Soil Parameters
4 Soil unit(s) specified
Soil unit weight Cohesion Friction Pore Pressure Water
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