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2013-05-10_REVISION - M1977193 (3)
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2013-05-10_REVISION - M1977193 (3)
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Last modified
6/15/2021 5:45:58 PM
Creation date
5/13/2013 7:49:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977193
IBM Index Class Name
REVISION
Doc Date
5/10/2013
Doc Name
Preliminary Adequacy Review Reponse.
From
Azurite, Inc.
To
DRMS
Type & Sequence
AM5
Email Name
TC1
TCW
Media Type
D
Archive
No
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90.00 120.00 <br />120.00 <br />120.00 <br />130.00 <br />160.00 <br />160.00 160.00 <br />170.00 <br />200.00 <br />slice data <br />and <br />200.00 200.00 <br />210.00 <br />240.00 <br />240.00 <br />240.00 <br />250.00 280.00 <br />280.00 <br />280.00 <br />and Properties <br />(42 <br />290.00 320.00 <br />320.00 <br />320.00 <br />330.00 <br />360.00 <br />360.00 360.00 <br />370.00 <br />400.00 <br />------------- <br />- - - - <br />400.00 400.00 <br />410.00 <br />440.00 <br />440.00 <br />440.00 <br />450.00 480.00 <br />480.00 <br />480.00 <br />490.00 520.00 <br />520.00 <br />520.00 <br />530.00 <br />560.00 <br />560.00 560.00 <br />570.00 <br />600.00 <br />Length <br />Matl <br />600.00 600.00 <br />610.00 <br />640.00 <br />640.00 <br />640.00 <br />650.00 680.00 <br />680.00 <br />680.00 <br />Failure Surface <br />1 <br />560.00 <br />19.74 <br />38.4 <br />--------------- <br />Circular surface defined by: XL,XR,R <br />4.48 <br />1 <br />855.84 <br />Intersects: XL: <br />560.00 YL: <br />560.00 <br />XR: <br />680.00 <br />YR: 680.00 <br />Centre: XC: <br />128.68 YC: <br />1111.32 <br />38.4 <br />Radius: <br />R: 700.00 <br />1 <br />1279.26 <br />54.6 <br />9612.77 <br />RESULTS: Analysis 5 <br />Bishop Simplified Method of Analysis - Circular Failure Surface <br />--------------------------------------------------------- - - - - -- <br />Factor of Safety: 2.18 <br />Negative <br />normal <br />stresses <br />exist on <br />the base of <br />one or <br />more <br />slices - examine <br />slice data <br />and <br />consult the <br />GALENA <br />Help utility <br />Slice Geometry <br />and Properties <br />(42 <br />slices) <br />----------------------------- <br />SliceX <br />-S <br />------------- <br />- - - - <br />-- Base <br />--------------------- <br />PoreWater <br />Normal <br />Test <br />X <br />-Left <br />Area <br />Angle <br />Width <br />Length <br />Matl <br />Cohesion <br />Phi <br />Weight <br />Force <br />Stress <br />Factor <br />1 <br />560.00 <br />19.74 <br />38.4 <br />3.51 <br />4.48 <br />1 <br />855.84 <br />61.3 <br />3204.31 <br />0.00 <br />362.48 <br />0.77 <br />2 <br />563.51 <br />59.22 <br />38.4 <br />3.51 <br />4.48 <br />1 <br />1279.26 <br />54.6 <br />9612.77 <br />0.00 <br />1505.56 <br />0.84 <br />3 <br />567.02 <br />81.31 <br />39.1 <br />2.98 <br />3.85 <br />1 <br />1630.42 <br />51.2 <br />13198.21 <br />0.00 <br />2608.13 <br />0.88 <br />4 <br />570.00 <br />120.44 <br />39.1 <br />3.96 <br />5.11 <br />1 <br />1736.59 <br />50.3 <br />19549.32 <br />0.00 <br />2957.82 <br />0.89 <br />5 <br />573.96 <br />93.98 <br />39.9 <br />3.44 <br />4.48 <br />1 <br />1614.11 <br />51.3 <br />15255.02 <br />0.00 <br />2585.95 <br />0.88 <br />6 <br />577.40 <br />84.12 <br />39.9 <br />3.44 <br />4.48 <br />1 <br />1517.40 <br />52.2 <br />13654.11 <br />0.00 <br />2272.82 <br />0.87 <br />7 <br />580.83 <br />73.38 <br />40.6 <br />3.40 <br />4.48 <br />1 <br />1402.49 <br />53.3 <br />11911.64 <br />0.00 <br />1934.74 <br />0.86 <br />8 <br />584.23 <br />63.48 <br />40.6 <br />3.40 <br />4.48 <br />1 <br />1303.15 <br />54.3 <br />10304.12 <br />0.00 <br />1628.38 <br />0.85 <br />12 <br />
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