Laserfiche WebLink
<br />~• <br />SAMPLE NUMBER <br />SEEGMILLER INTERNATIONAL <br />MP1P1C GEQfEC]O°G1L CANS(ATAHIS / FlKsP~ffFAS <br />II-9 <br />ROCK TRIAXIAL STRENGTH <br />WCL-3.75-T-3 <br />CLIENT STORM KING MINES, INC. <br />PROPERTY Glenwood Project By <br />Hole Number 3.75 <br />Dote September 30, 1983 <br />RPS fi BDB <br />Hole Location N/A N N/A E <br />Hole Size NQ-3 Collar Elevation N/A Location in Hole 1,582.3' <br />General Hole Bearing <br />N 22° E <br />General Hole Dip <br />55° <br />Somp/e Diome/er 45. lOmm Somp/e Length 91.20mm Somp/e Areo 1, 600mmz <br />Confining Stress (Q,l 4.14 MPa foi/ure Force, <br />Foi/ure Stress (Q 1 71.0 MPa <br />•r•re-testing Sample Description COAL: Lower seam; clean; vitreous; <br />minor calcite and resin; solid and moderately dense; no visible cleats <br />or fractures; strong appearance; very good edges and end surfaces; <br />excellent sample. <br />Post - test~nq Sample Description and Test Comments Excellent Test: Fairly sudden <br />failure; moderately irregular shear surface(a~30°) extended diagonally <br />across sample from end to end; two large pieces plus fragments resulted. <br />113 kN <br /> <br />