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-B.OPT
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 35.00 .000 .0 1
3 125.0 141.0 100.0 18.00 .000 .0 1
4 125.0 191.0 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 6 coordinate points
PHREATIC SURFACE,
Point x-water y-water
No. (ft) (ft)
1 171.00 100.00
2 172.00 103.00
3 172.10 106.00
4 251.20 134.70
5 290.30 135.70
6 330.80 135.70
---------------
BODNDARY LOADS
_______________
2 load(s) specified
Load x-left x-right Intensity Direction
No. (ft} (ft) (psf} (deg)
1 225.0 226,0 20000.0 .0
2 232.0 233.0 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.
1000 trial surfaces will be generated and analyzed.
10 Surfaces initiate from each of 100 points equally spaced
along the ground surface between x = 171.0 ft
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