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PERMFILE56525
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PERMFILE56525
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Last modified
8/24/2016 10:59:05 PM
Creation date
11/20/2007 5:06:36 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984065
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
App. 4.3-1 Initial Geotech Study
Section_Exhibit Name
APPENDIX 4.3-1 INITIAL GEOTECHNICAL STUDY LOGGING & TESTING EVALUATION
Media Type
D
Archive
No
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11 <br />r <br />• <br />xial swell is <br />a measure of <br />of 0(no swell <br />subjectively <br />plotted as <br />sample swell <br />potential) <br />estimated. <br />The point load strength of a piece <br />ompressing it between two point loads <br />occur. A general point load strength <br />d or the results may be specified as <br />performed in the direction of the <br />diametral(ID) index (test is performed <br />of a drill core]. An anisotropic <br />as the ratio of Ip to ID. The general <br />index is as follows: <br />I ~ ~ [17] <br />D <br />where P e load at failure <br />D .point separation distance <br />• <br /> <br />periodically made and the percentage a <br />a function of time. The plot provides <br />potential. A swell rating on a scale <br />to 10(very extreme swell potential) is <br />Point Load Strength. <br />of rock is determined by c <br />causing tensile failure to <br />index(Is) may be determine <br />an axial(Ip) index [test is <br />axis of a drill core] or a <br />in the diametral direction <br />index(Ipp) may be computed <br />formula used to compute the <br />Protodyakonov Number. The Protodyakonov test determines the <br />resistance of a rock to impact failure. Lumps of coal are placed <br />in a test cylinder and the number of impacts(n) are recorded that <br />create a volumometer column of dust of height(R). The Proto- <br />dyakonov number(f) is determined as follows: <br />f - 20n <br />k <br />ROCK CORES TESTED <br />[18] <br />Cores were tested from five zones in Drill Holes No. 3.75 <br />and No. 8A. These zones were as follows: [1] roof of Upper Wheeler <br />Seam, [2] Upper Wheeler Seam, [3l interburdden between Upper Wheeler <br />Seam and Lower Wheeler Seam, [4) Lower Wheeler Seam and [5] floor <br />of Lower Wheeler Seam. A grand total of 125 laboratory tests were <br />conducted on the five drill hole zones. A summary of the test types <br />and numbers is presented in Table I. In addition, some 821 total <br />point load tests. were conducted on [1] all the core from the five <br />zones in Hole 8A and [2] all the core in Hole 3.75 from the collar <br />to total depth. <br />SEEGMILLER IN7ERNATION AL <br />
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