2007-08-10_REVISION - M2001107 ‎(4)‎

• Permit No: M2001107
• IBM Index Class Name: REVISION
• Doc Date: 8/10/2007
• Doc Name: Slope Stability Report
• From: NCCI
• To: DRMS
• Type & Sequence: AM1
• Media Type: D
• Archive: No

RANK-E.OPT
9 279.8 133.2 285.6 133.2 2
10 187.1 106.0 295.8 106.0 3
11 187.0 103.0 265.8 103.0 9
--------------------------
ISOTROPIC Soil Parameters
__________________________
9 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.
1 110.0 131.0 150.0 22.00 .000 .0 1
2 110.0 131.0 .0 35.D0 .000 .0 1
3 125.0 191.0 100.0 18.00 .000 .0 1
9 125.0 141.0 2000.0 20.00 .000 .0 1
1 Water surface(s) have been specified
Unit weight of water = 62.90 (pcf)
Water Surface No. 1 specified by 5 coordinate points
+++++~++~+r++++++++++~+++++++++.~a
PHREATIC SURFACE,
Point x-water y-water
No. (ft) (ft)
1 186.00 100.00
2 187.00 103.00
3 187.10 106.00
4 251.60 132.30
5 285.80 132.30
---------------
BOUNDARY LOADS
_______________
2 load(s) specified
Load x-left x-right Intensity Direction
No. (ft) (ft) (psf) (deg)
1 232.0 233.0 20000.0 .0
2 239.0 240.0 20000.0 .0
NOTE - Intensity is specified as a uniformly distributed
Force acting on a HORIZONTALLY projected surface.
A critical failure surface searching method, using a random
technique for generating CIRCULAR surfaces has been specified.
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