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t <br />~' `,,' SEEGM/LEER INTERNATIONAL <br />MPafIG GEOiECnwou CanSUtTM115 / FrcwEmS <br />.~ <br />• ROCK TRIAXIAL STRENGTH <br />SAMPLE NUMBER WF-SA-T-S <br />CLIENT <br />STORM KING MINES, INC. <br />PROPERTY Glenwood <br />Hole Number 8A Hole Location <br />Hote Size 2 • 4 inch Collar Elevation <br />N/A <br />III-11 <br />Oote August 31, 1983 <br />gy BDB ~ RPS <br />N N/A E <br />N/A Location in Hole 1078.2' <br />General Hole Bearing N 02° E ~ N 12° W General Hole Dip <br />Somp/e Diameter 61.OOmm <br />Conlining Stress (Qj) 5.52 MPa <br />•r're-testing Sample Description <br />47.5° ~ 56° <br />Somp/e Length 124.30mm Somp/e Areo 2 ,920mmz <br /> <br />.Foi/ure Force 158 kN Foi/ure Stress (U,1 54.0 MPa <br />CLAYSTONE: Dark gray; silty; dense and <br />solid sample; moderately carbonaceous throughout; scattered thin <br />coaly stringers and debris; single coaly stringer 6mm"wide intersects <br />one end surface; good induration; no visible fractures <br />appearance; very good edges and end surfaces; very good sample. <br />Post -testing Sample Description and lest Comments Poor Test: Sudden failure: <br />sample failed along thick coaly stringers mentioned above; lower 70mm <br />of sample did not fail; one large piece plus two smaller pieces and <br />fragments resulted. <br />t <br />n <br />U <br />