Laserfiche WebLink
Earth Mechanics Institute, CSM 3/1612011 <br />Earth Mechanics Institute <br />Mining Engineering Department, CSM <br />- - -_ <br />Unconfined Compressive Strength <br />Client: Lyman final <br />Project: Ralston Awry Water Storage Evaluation <br />- <br />Location : Jefferson County, CO <br />=' _ -- -_ _ — -- <br />-1 - 'n <br />Rack Type : Igneous <br />RackNarne: N/A <br />= - - I 1z" <br />Characteristics: NIA <br />Care ID: I.H- 2®98.5 -99.5 <br />:x <br />_z w.:��: —� <br />File Name; Lfi.2®98.5 -995 UCS <br />Test Performed by: BAS <br />r: > M �+rri: <br />i4amaa +rlr+7 <br />Date Tented : 03115/1 I <br />_�:>� - '�'rl�• <br />�fix{3rlt 1 <br />r,'arrlLL <br />L1t ]Iny1LS.]NS <br />Dab Reduced by: EAS <br />Data Reduced: 03/16111 <br />Core Lmgtb <br />Diameter <br />LID <br />Failure Lead <br />FaOrre Stns <br />UCS 2:1 <br />FaOun Node <br />to <br />cn <br />is <br />em <br />Ratio <br />11m; <br />psi <br />psi <br />MPa <br />4.1088 <br />12.42 <br />2.369 <br />6.02 <br />2.06 <br />69,266 <br />15,715 <br />15,913 <br />109.7 <br />NOR- Strucaaal <br />P -crave <br />S-ware <br />Dynamic E <br />Dynamic <br />Static E <br />Static <br />Density, p <br />Mee <br />mhee <br />arm <br />mhee <br />kit <br />CPR <br />r <br />ksi <br />GPa <br />v <br />Wfe <br />akms <br />NIA <br />N/A <br />NIA <br />NIA <br />N/A <br />NIA <br />N/A <br />NIA <br />N/A <br />N/A <br />177 <br />2.83 <br />Iaese <br />I I I 1 1 <br />1 1 I 1 i <br />I 1 1 1 1 <br />I 1 1 I I <br />I 1 I 1 1 <br />1 1 1 I 1 <br />1 1 1 I I <br />I 1 1 1 I <br />1 1 1 1 I <br />I 1 1 ( 1 <br />20000 <br />1 1 <br />1 1 <br />1 1 <br />1 I <br />1 I <br />I I <br />1 1 <br />I I <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />t I <br />I I <br />1 <br />I <br />1 <br />1 <br />( <br />I <br />I <br />N1 <br />Q <br />1 1 <br />1 1 <br />I <br />I I <br />I I <br />1 I <br />1 1 <br />1 1 <br />I <br />I <br />I <br />I <br />was <br />1 I <br />I 1 <br />1 <br />P <br />I I <br />1 I <br />I I <br />I I <br />I <br />1 <br />h <br />1 1 <br />I 1 <br />I i <br />I 1 <br />I I <br />I 1 <br />1 1 <br />1 <br />1 <br />1 <br />70p0___ <br />1 1 1 <br />1 1 1 1 1 <br />7 1 1 1 1 <br />-------------------------------------- L ------- <br />1 1 1 1 I <br />1 1 1 1 <br />I 1 1 1 1 <br />1 1 1 1 1 <br />eaut. <br />1 1 1 1 <br />1 1 1 1 <br />1 1 1 1 1 <br />r 1 1 1 I <br />- - - - - - - J -------- L ----- 1 -------- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L -------- <br />1 1 1 I <br />1 I I 1 1 <br />1 I 1 1 <br />1 1 1 1 1 <br />0 <br />I <br />1 r <br />1 1 <br />1 1 <br />1 I <br />1 1 <br />1 I <br />I I <br />1 <br />1 <br />I <br />I <br />0 so 110 <br />100 210 300 200 420 <br />400 GO an <br />Time (sec) <br />�riL�+F:6:'.J -'." .: -.E. ' •� c �: •:'6�.�k:._L• =?Q'- "ice ._?: r_- — _ _ - ?F-??'.� =T' = :� -': == '?fYe =_ . =��.r - :_ _ - <br />Earth Mechanics Institute, CSM 3/1612011 <br />