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' II-10 <br />I ; ~ SEEGM/LEER INTERNAT/ONAL <br />Mumw Gcarcooauu Ca+su~TAMS i F~+cv~ms <br />t <br />i • <br />ROCK TRIAXIAI STRENGTH <br />SAMPLE NUMBER ~'-3.75-T-4 <br />CItENT STORM KING MINES, INC. Date September 30, 1983 <br /> <br />PROPERTY Glenwood Project ey RPS ~ BDB <br /> <br />Hole Number 3.75 Hole Location N/A N N/A E <br /> <br />Hole Size NQ-3 Collor Elevation N/A Location in Hole 1,587.4' <br /> <br />General Hole Bearing N 22° E General Hole Dip 55° <br />Somp/e Diameter 45.15mm Sompie [enyJh 90.Olmm Somp/e Areo 1,600mm2 <br />Con/ininy Stress (QsJ 4.14 MPa Foi/ure Force 378 kN Foi/ure Stress (QJ 236 MPa <br />+Pre-testinq Sample Description SANDSTONE: Light gray; very fine-grained; <br />solid and generally homogeneous; dense; occasional thin clayey-carbonaceous <br />bedding laminae; very well indurated; no visible fractures; very strong <br />appearance; very good edges and end surfaces; excellent sample. <br />Post - testing Sample Description and Test Comments Good Test: Sudden failure; <br />irregular shear surface(a~15°) extended through sample length; additional <br />near-vertical shear surfaces; two large pieces plus smaller pieces and <br />f_ ragments resulted. <br /> <br />