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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
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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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Failure Surface <br />--------------- <br />Non- circular surface (3 points) <br />0.00 0.00 99.00 42.00 120.00 120.00 <br />Earthquake Force <br />--------------- - <br />Pseudo- static earthquake (seismic) coefficient: 0.150 <br />RESULTS: Analysis 8 <br />Sarma Non - Vertical Slice Method of Analysis - Non - Circular Failure Surface <br />-------------------------------------------------------------------- - - - - -- <br />Factor of Safety: 2.27 <br />Critical Acceleration (Kc): -0.720 <br />Negative normal stresses exist on the base and /or side of one or more slices <br />- examine slice data and consult <br />the GALENA Help utility <br />Non - Vertical Slice Geometry (7 slices) <br />Slice---------------- <br />- - - - <br />-- Left Hand <br />Side ----------------------- <br />X-S <br />--- - - - - -- <br />Base ---- <br />- - - - -- <br />X -Top <br />Y -Top <br />X -Base <br />Y -Base <br />Angle <br />Length <br />Area <br />Angle <br />Width <br />Length <br />1 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.0 <br />0.00 <br />566.23 <br />23.0 <br />31.67 <br />34.40 <br />2 <br />10.00 <br />40.00 <br />31.67 <br />13.44 <br />-39.2 <br />34.28 <br />666.37 <br />23.0 <br />23.27 <br />25.27 <br />3 <br />40.00 <br />40.00 <br />54.94 <br />23.31 <br />-41.8 <br />22.40 <br />1475.22 <br />23.0 <br />37.19 <br />40.39 <br />4 <br />50.00 <br />80.00 <br />92.12 <br />39.08 <br />-45.8 <br />58.72 <br />371.07 <br />23.0 <br />6.88 <br />7.47 <br />5 <br />58.89 <br />80.00 <br />99.00 <br />42.00 <br />-46.5 <br />55.25 <br />648.45 <br />74.9 <br />4.56 <br />17.53 <br />6 <br />80.00 <br />80.00 <br />103.56 <br />58.92 <br />-48.2 <br />31.61 <br />1205.89 <br />74.9 <br />11.30 <br />43.45 <br />7 <br />90.00 <br />120.00 <br />114.85 <br />100.88 <br />-52.4 <br />31.36 <br />286.76 <br />74.9 <br />5.15 <br />19.80 <br />RHS <br />120.00 <br />120.00 <br />120.00 <br />120.00 <br />0.0 <br />0.00 <br />X -S Area: <br />5220.00 Path Length: 188.32 <br />Non - Vertical Slice Properties (7 slices) <br />Slice Left -Hand -Side - - -- Base - -- Total- Extnl- <br />Force - Water-Force -- Effect- Normal- Stress <br />Cohesion Phi Cohesion Phi Weight Vert <br />Horiz Side Base Side Base <br />18 <br />
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