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REP35246
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REP35246
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Entry Properties
Last modified
8/25/2016 12:12:26 AM
Creation date
11/27/2007 7:03:54 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999050
IBM Index Class Name
Report
Doc Name
SLOPE STABILITY ANALYSIS TIMNATH CONNELL PIT
Media Type
D
Archive
No
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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 />1 115.0 128.0 200.0 18.00 .000 .0 1 <br />2 126.0 138.0 .0 32.00 .000 .0 1 <br />3 128.0 190.0 300.0 95.00 .000 .0 1 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.90 (pcf) <br />Water Surface No. 1 specified by 9 coordinate points <br />*+..**+***a**+*+...+.+*..**.*+**a+ <br />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (ft) (ft) <br />1 205.00 30.00 <br />2 215.00 35.00 <br />3 230.00 41.00 <br />9 300.00 91.00 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />200 trial surfaces will be generated and analyzed. <br />2 Surfaces initiate from each of 100 points equally spaced <br />along the ground surface between x = 204.0 ft <br />and x = 207.0 ft <br />Each surface terminates between x = 218.0 ft <br />and x = 240.0 ft <br />Unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = .0 ft <br />* * * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL + ~ * * * <br />2.0 ft line segments define each trial failure surface. <br />
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