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2002-03-29_REVISION - M1999034 (2)
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2002-03-29_REVISION - M1999034 (2)
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Last modified
6/16/2021 6:15:23 PM
Creation date
11/21/2007 3:34:07 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999034
IBM Index Class Name
Revision
Doc Date
3/29/2002
Doc Name
Engineered Embankment TR
From
Applegate Group
To
DMG
Type & Sequence
TR3
Media Type
D
Archive
No
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ISOTROPIC Soil Parameters <br />-------------------------- <br />3 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction Pore Pressure Water <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />1 100.8 117.4 260.0 32.00 .000 .0 1 <br />2 110.5 123.7 .0 29.00 .000 .0 1 <br />3 84.0 113.8 660.0 25.00 .000 .0 1 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />Water Surface No. 1 specified by 4 coordinate points <br />********************************** <br />PHREATIC SURFACE, <br />********************************** <br />Point x-water y-water <br />No. (ft) (ft) <br />1 .00 60.00 <br />2 100.00 60.00 <br />3 215.00 60.00 <br />4 305.00 60.00 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specifie d. <br />4000 trial surfaces will be generated and analyzed. <br />20 Surfaces initiate from each of 200 points equally spaced <br />along the ground surface between x = 70.0 ft <br />and x = 140.0 ft <br />Each surface terminates between x = 190.0 ft <br />Page 2 of 2 <br />
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