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~' ~r SEEGM/LLERINTERNATIONAL II-2 <br />I~a+c GcarEOe~cK Cawar~erts i 6r+ems <br /> LINIAXIAL COMPRESSIVE STRENGTH AND ELASTIC MODULUS <br /> Somple No. ~-3.75-U/E-1 Client STORM RING MINES .INC. Date _ 9/29/83 <br />Somple Size 45.15omm din. x 129.00 Surioce Area 1.6002 Tested by RPS~BDB <br />PRE-TEST DESCRIPTION: SILTSTONE(Ho].e No. 3.75; 1,526.0'): Light gray; very coarse- <br />grained; dense and very competent sample; occasional thin <br />clayey-carbonaceous bedding laminae; very yell indurated; no <br />visible fractures; very strong appearance; very good edges <br />and no end surfaces; excellent sample. <br />0 <br />H <br />!b ~ <br /> <br />W <br />N <br />W <br />E <br />F o <br />N '~ <br />u~ <br />N <br />O <br />....---- - - - - i ----- -_--- -- - ~ -- ~ - -- ~- - - ------ - <br />--- - ~ - ---~---- --- t-_... <br />--- <br />- <br />- <br />- <br />- - <br />- --'-~-- <br />--- <br />- -- <br />- -- - ---r -- ----. _ . . <br />_ <br />__ <br />_ <br />__ <br />. T- __ <br />_ __ <br />_ <br />_ _ ___-- y . -__ _._ -_. _ <br />_____r_ .__ ___ __- --_~_-_-_ _ _-_ ~ _ _ _. _~ __l <br />_-__-_-__-l_- _. =i _ _ _ ____. ~ -__ __- -- <br /> --_. __._ -_ ____ <br />. _ _ _ 1. .___ __ _ <br />_ .._ <br />_ _J -. .. _ _ <br />_- <br />.... _.-_._ r_-. _- __. _. 1 ... _._ __. _.. _____ i _.._ <br />.._-. __- _ ~ .- .. -_7.-._.__ ___ _. .. _... <br />~ <br />i ~ <br /> <br />- <br />-- <br /> <br />- J <br />- -----~---- - - <br />--7- <br />--- <br />- -~- --- <br />--- <br />~---- - <br /> <br />-~ <br />- <br />-- _ <br />-- <br />~ <br />-- <br />--~- <br />~-- _ <br />_ <br />_ <br />. <br />_-i <br />-- <br />, _ <br />._ <br />~ ~--i-- _ <br />~ _ <br />- ----~------~-~- <br />- --,--- - ----~--- ~ -- -' ----- <br />--- <br />i------ -- <br />- <br />- <br />- _ i-- -I _ <br />----- <br />---- <br />- -- <br />_ ... .. .. <br />i <br />__. __. <br />~ <br />--- -- _ <br />. <br />-. <br />- --~ <br /> <br /> <br /> <br />.___.._.. ._- I ._.___--_ _ ___ :._ _.____._-_ 1.. _ <br /> j <br />--------- <br />-~-- <br />--- - = <br />= ~-- ----- <br />_ <br />_ <br /> ~ <br /> r- - ------- - <br />~-- ---- <br />-_ ~ -- ----7 -- '=- - ----------~--'---'--- <br />_.. ..._.~_.- . <br />'-- -- - ___ <br />~-- -------I-- <br />-- <br />-- <br /> <br />~___ __ <br />. .. <br />_ _ _.. ___ <br />._-~_.i__ __ <br />_ <br />_-_-.-_. . <br /> <br />1 _ <br />~ <br />-- -. _. _.1 - - -__ .. _..___ .._.. ~ .__. .__ i.._. _.. .. .-_ <br /> <br />_ _ _ _ _ .. -. <br />I _ , _ _ _ __. <br />~ ._ _ _ _._ _ ._ _ _ t _ _ . <br />__ _ .. .. <br />._ _ <br />._ . _ . . <br />0 3 6 9 12 <br />STRAIN . IDm/IDm x 1D 9 <br />TEST COMMENTS: Excellent Test: Sudden failure; fairly smooth shear surface(a~15°) <br />extended diagonally across sample from end to end; two large <br />pieces plus few smaller pieces and fragments resulted. <br />• Force of Foilure 173 kN Uniosiot Compressive Strength 108 MPa <br />Tonqent Modulus 16.7 GPa <br />Secont Modulus NJA <br />Modulus Rotio N/A Stiffness N/A Poisson~s Rotio N/A <br />