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~;j SEEGMILLER IN7'ERNAT/UNAL I I- 6 <br />Mtro+c GEOrtawcx Coraururrs i Fnooancs <br />,•UNIRXIAL COMPRESSIVE STRENGTH AND ELASTIC MODULUS <br />Sample No. WF'-3.75-U/E-5 Client STORM KING MINES, INC. Date 9/29/83 <br /> <br />Somple Size 45.20mm dia. x 121.55m Surfote Area 1 ,600mm2 Tested by RPS~BDB <br />PRE-TEST DESCRIPTION: CLAYSTOATE(Hole No. 3.75; 1,586.4'): Medium-gray; very silty; <br />dense and competent sample; abundant thin coaly bedding laminae; <br />good induration; no visible fractures; strong appearance; very <br />good edges and end surfaces; excellent sample. <br />O <br />N <br />• <br />~ N <br />N <br />N <br />W <br />g <br />F o <br />N '" <br /> <br />0 <br />.. i. <br />- - - --- - ~ - --- - - -- ~- .'- - -- ~ - --.. ._ ..... -- <br />_ <br /> <br />-- ---i-...- ---- --- --- ......... <br />J .... ._ <br /> i <br /> <br />. ... ._. _ _. _. _ __ ~_._ .___ _. .J.._..__ _. <br />I . __i <br />. <br />....__._-___. ____ .- 1_-___._ <br />__.___._.J ____. _ __{________a____-._ ._ <br /> <br /> ~ __ <br /> _I_ _~_ <br />_.. _... ___.__._i_____-____ <br />.-. <br />.. . <br />__.l <br /> <br />~ ~ <br /> J ' <br /> <br /> <br />i _.~ _ _ <br /> <br />i ii <br />-, <br />-- _:.I- ---.. -- - ----- <br />._ -- --i _.... ,. __ .. <br />.. <br />- ~ - - ~ -- i :: :: <br />2 4 <br />8 <br />STRAIN , ~/gyp X lU 9 <br /> <br />TEST COMMENTS : Very Good Teat: Sudden failure; irregular shear surface(n~30°) <br />extended diagonally across sample from point on core aide to <br />opposite core side within 25mm of each end surface; two large <br />pieces plus few smaller pieces and fragments resulted. <br />Forte of Foilure 33.4 kN Uniasisl Compressive Strength 20.8 MPa <br />Tongent Modulus <br />Modulus Ratio N A Stiffness <br />4.67 GPa <br />Secant Modulus N/A <br />Poisson's Rotio N/A <br />