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' SEEGMlLLER INTERNATIONAL II-5 <br />tttre~c Geotmwcu Cols~T~rrts r E+romis <br />•UNIRXIRL COMPRESSIVE STRENGTH AND ELRSTIC MODULUS <br />Sample No. WCL-3.75-U/E-4 Client STORM RING MINES,INC. Date 9/29/83 <br />Sample Size <br />45.15» dia. x 138.15x» Surface Area 1, 530r~= Tested by RPS6BDB <br />PRE-TEST DESCRIPTION: COAL(Hole No. 3.75; 1,574.3'): Lover seam; clean; vitreous; <br />dense and competent sample; trace resin; closely spaced cleat <br />set(a~25°) intersects one end surface; strong appearance; large <br />chip missing from end surface; good sample. <br /> <br />W v <br />N <br />N <br />W <br />g o <br />f <br />N ^ <br />.") <br />O <br />2 4 6 8 <br />STRAIN,®/~ x 1D ~ <br />TEST COMMENTS: Fair Test: Fairly sudden failure; random shearing occurred in <br />upper 30mm of semple(a=20°); mildly irregular tension fracture <br />(a~15°) extended from upper end surface; tvo large pieces plus <br />numerous smaller pieces and fragments resulted. <br />Force of Failure 11.4 kN Unio:iol Compressive Strength 7.44 MPa <br />Tangent Modulus 1.34 GPa <br /> <br />------...; - _ _ _ <br />----~ _ _ <br /> <br />~ _ <br />r---- <br /> ~- ----- <br />---- -- --- j - <br /> <br />_. <br />_.- <br />----- <br />_T- <br />_--. _ <br />-__-_.. -- <br />_. <br />- - -- <br />_ _ - <br /> _1_._.._ _.____. _.. _.~ <br />--_ __. __ _ i _ _ ___ <br />_ __ __ -..____ I TI ____ <br />~ <br />_______ ___ _____. _.~ __ ____y ___ ._ <br />. _~_ _._ ___ <br />________._-.1~_ __.___. ___ __-~_ __ _._.__~___ ___.___ <br />. _ __.__ ._.. ~ ..._ ._-___ _ti.. ___ __ _ .. ___ ..T_ _. _ ... _ . <br /> __ <br />_ __ .. <br /> <br />.___ _._ __ _ .__- __.___.7 ____ ___~__ -_ __ r____. _ _. __ <br />_ ._____. __. __. _.. ___. 1.. .- __- .. _. _____. ____y __- <br /> <br />. .____._.~._ <br />______. ~___ r <br />._ I---__ _ i ___._ ._. ._._.. <br />__. ~__. _..__. <br />__ .__1.__ ____..___. _7___.. ___ __ ...____ _ <br />.. _ <br />. y. _1 i <br /> <br /> <br />--- .~_. .-----~-- - <br />- <br />1---- <br />- --' <br />---- <br />- <br /> _ _ <br />_ <br />_ T <br />_ <br />- <br /> _ <br />,__ . <br /> <br /> <br />- -- i - - - -- -+ ------ - <br /> ~ _ <br /> <br /> <br />. _ _. _. _ 1 __ _. <br />_ ___ _-__.__ ___J ~_._.__..___ <br /> <br />_ <br />_ _ _ .. _.__ <br /> <br /> <br /> <br />_ i J .. <br />. ~ ~ <br /> <br /> .. .. _l _ _ _ _ . <br />_ J _ - _ . _ _ 1 _ _. _ . _ . _ _ _ _ I .. _ <br /> <br />Secant Modulus N/A <br />Modulus Ratio N/'°' Stiffness N/A Poisson~6 Ratio N/A <br />