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SEEGMILLER INTERNATIONAL <br />Mu+mc GEOhaa°cw~ Ca+stnur+rs i 6+cw~ns <br />• <br />ROCK TRIAXIAL STRENGTH <br />SAMPLE NUMBER WI-3.75-T-2 <br />General Hole Dip <br />GItENT STORM KING MINES, INC. Dote September 30, 1983 <br />PROPERTY Glenwood Project gy <br />Hole Number 3.75 Hole Location N <br />Hole Size NQ-3 <br />General Hole Bearing <br />Somp/e Lenylh <br />Somp/e Diome/er 45.lOmm <br />Confining Stress (O~) 6.89 MPa <br />89.50mm <br />RPS fi BDB <br />N N/A E <br />55° <br />II-8 <br />1,562.2' <br />Samp/e Areo 1,600mmz <br />Failure Force 125 kN Failure Stress (Q) 78.0 MPa <br />•Pre-testinq Sample Description CLAYSTONE: Medium-gray; silty and sandy <br />bedding laminae and mottles; dense; fairly competent; no visible <br />carbonaceous material or fractures; very strong appearance; small chips <br />missing from edge of one end surface; very good sample. <br />Post - testing Sample Description and Test Comments _ Fair Test: Sudden failure: <br />mildly irregular shear surface(u~45°) extended from edse of upper end <br />surface; fracture may have followed a preexisting slickensided surface; <br />two large pieces plus fragments resulted. <br />Collor Elevation N/A Location in Hole <br />N 22° E <br /> <br />