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2011-09-30_PERMIT FILE - C1980007A (7)
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2011-09-30_PERMIT FILE - C1980007A (7)
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Last modified
10/27/2016 11:07:43 AM
Creation date
11/28/2012 10:18:09 AM
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
9/30/2011
Doc Name
Laboratory Test Data
Section_Exhibit Name
Exhibit 82 Appendix B
Media Type
D
Archive
Yes
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Project: <br />Boring #: <br />Soil Type <br />1.2 <br />N <br />0.8 <br />uyi 0.6 <br />m <br />L <br />(L <br />4) 0.4 <br />0 <br />IL <br />0.2 <br />0 <br />3- <br />2.5 - <br />N <br />2- <br />N <br />N <br />d <br />N1.5 <br />0 <br />� 1- <br />00.5 - <br />0+ <br />3.5 - <br />3.0 <br />0 <br />2.5 <br />N <br />ai 2.0 <br />N <br />1.5 <br />1.0 + <br />0 <br />3 <br />N <br />S2 <br />N <br />N <br />01 <br />N <br />y 1 <br />t <br />N <br />0 <br />0 <br />TRIAXIAL TEST ASTM: D 4767 Pao - 4%f gi10 <br />Date: 8/14/09 <br />West Elk Mine RPE Expansion - #06261003 <br />B -6 Sample #: Type: 3T Depth (ft): 11.5 -13.5 <br />Sandy Silt w/a trace of gravel (ML) <br />5 10 15 20 <br />Axial Strain ( %) <br />1 2 3 4 <br />Normal Stress (p') (tsf) <br />Rupture Envelope at Failure <br />a = 26.1 ° a = 0.0 (tsf) <br />9301 Bryant Ave. South Suite #107 <br />5 0 1 2 3 4 5 6 7 8 I <br />Normal Stress (tsf) <br />Effective �': 29.3 ° c'= 0.00 (tsf) <br />Total 0': 22.2 ° c= 0.00 (tsf) <br />OIL <br />NGINEERING Bloomington, Minnesota 55420 -3436 <br />ESTING, INC. <br />Failure Criterion: Given Strain of: 15% <br />Angle of internal friction, �' = 29.3 ° <br />Apparent Cohesion, c' = 0.00 (tsf) <br />Test Date: 7/31/09 <br />Test Type: CU w /pp <br />Strain Rate (in /min): 00146 <br />Strain Rate (% /min): 0.501 <br />Liquid Limit: 369 <br />Plastic Limit: 16.0 <br />Plasticity Index: 20.9 <br />Spec. Gravity (Assumed): 2.68 <br />■ <br />Before Consolidation <br />Diameter (in) <br />Height (in) <br />Water Content ( %) <br />Dry Density (pcf) <br />Void Ratiol <br />After Consolidation <br />Diameter (in) <br />Height (in) <br />Water Content ( %) <br />Dry Density (pcf) <br />Void Ratio <br />Back Pressure (tsf) <br />Minor Principal Stress (tsf) <br />Max. Deviator Stress (tsf) <br />Ultimate Deviator Stress (tsf) <br />Deviator Stress at Failure (tsf) <br />Max. Pore Pressure Buildup (tsf) <br />Pore Pressure Parameter "B'• <br />Pct. Axial Strain at Failure <br />A <br />B <br />C <br />D <br />E <br />1.45 <br />2.95 <br />17.5 <br />109.4 <br />0.53 <br />1.42 <br />2.91 <br />17.1 <br />114.7 <br />+ <br />0.46 <br />5.8 <br />2.00 <br />2.55 <br />2.55 <br />2.43 <br />X <br />0.97 <br />1.0 <br />15.0 <br />"These test results are for informational purposes only and must be reviewed by a <br />qualified professional engineer to verify that the test parameters shown are <br />appropriate for any particular design" <br />Remarks: Radial drainage strips applied to trimmed specimen; Saturated, backpressured <br />until "B" response was 0.95 to 1.00; Consolidated; All Drainage valves closed and <br />immediately sheared. <br />9 <br />3 <br />2 <br />0 <br />I <br />' <br />5 0 1 2 3 4 5 6 7 8 I <br />Normal Stress (tsf) <br />Effective �': 29.3 ° c'= 0.00 (tsf) <br />Total 0': 22.2 ° c= 0.00 (tsf) <br />OIL <br />NGINEERING Bloomington, Minnesota 55420 -3436 <br />ESTING, INC. <br />
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