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REP03447
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REP03447
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Last modified
8/24/2016 11:34:15 PM
Creation date
11/26/2007 10:31:18 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
9/13/1995
Doc Name
Buttress slope stability analysis - boundary coordinates
Permit Index Doc Type
STABILITY REPORT
Media Type
D
Archive
No
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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br />1 110.0 121.0 110.0 19.0 .00 .0 1 <br />2 150.0 150.0 7500.0 45.0 .00 .0 1 <br />3 150.0 150.0 .0 30.0 .00 .0 1 <br />1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />Unit weight of Water = 62.40 <br />Piezometric Surface No <br /> <br />Point X-Water <br />No. (ft) <br />1 .00 <br />2 68.00 <br />3 90.00 <br />1 Specified by 3 Coordinate Points <br />Y-Water <br />(ft) <br />102.00 <br />131.00 <br />132.00 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has Been Specified. <br />100 Trial Surfaces Have Been Generated. <br />10 Surfaces Initiate From Each Of 10 Points Equally Spaced <br />Along The Ground Surface Between X = 10.00 ft. <br />and X = 50.00 ft. <br />Each Surface Terminates Between X = 60.00 ft. <br />and X = 80.00 ft. <br />Unless Further Limitations Were Imposed, The Minimum Elevation <br />At Which A Surface Extends Is Y =100.00 ft. <br />5.00 ft. Line Segments Define Each Trial Failure Surface. <br />Following Are Displayed The Ten Most Critical Of The Trial <br />Failure Surfaces Examined. They Are Ordered - Most Critical <br />First. <br />* * Safety Factors Are Calculated By The Modified Bishop Method <br />
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