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I , <br />1 <br /> <br /> <br />.N <br />Q <br />h <br />U <br />L <br />N <br />n <br />U <br />S <br />N <br />90.0 <br /> TOTAL EFFECTIVE ~'~~' ~~~ ~ ~'~~'~~" ~~~~~'~~""~ "'~~'~'~; ~~ <br /> ;~ .: <br />: <br />~ <br />~ <br />C, s i 4. 9 4. 1 .. <br />.... .....:. <br />.; <br /> <br />~, deg 18. 7 31 . S ..:.:..:. ..:..:.. :..:.. ~ ~...:.. .:....:. :. . <br /> <br />TAN ¢ 0.34 0.61 :. ... .. y .. ..:..:.:.:.. ..:..:....:. .:..:..:..:. .......:. ..: <br /> <br /> <br />. <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />~ :. <br /> <br />~ ..: <br />:..:.. <br />. <br />.:..:...> . . ...:...:. ...:. ..: ..> ..> .:.. .. <br />;.. <br />:.. <br />.; <br /> <br />,.., .. <br /> :: <br />;..; <br /> y.~ .;..:.:..: <br /> :.. <br />. ~ <br />. <br />.:..:.....:. <br />....... <br />..... <br />..:....:..:. :..;..:r. <br />.:..i:.y ._.T <br />._ <br />. <br />...........:. ...: <br />.....~. <br />~. ~:.:. ~ <br />. <br />_ <br /> <br /> <br />........:..: .....:.. : .:.. .:..:.f. .. <br />;.:.. <br />.. <br />~.: <br /> <br /> <br />:..:...:.. :.. <br /> <br /> <br />.i. i..:...:. <br /> <br /> <br />.i <br /> <br /> <br />.....:~. <br />..../. <br />:.:.. <br />..;1: ~ . ... ~..i .. i...i. <br />:.:...:. <br />..:..:.:..1.. <br />.:. :..::.. <br />.. .. <br />t :.. ;..:. <br />..:. :..:..:. <br />. <br /> ..,.... <br />.. .......:. ............ <br /> 1 <br />; : . <br />60.0 <br />30.0 <br />120.0 <br />' 100.0 <br />' ~~ <br />a <br />m <br />N <br />to <br />0 <br />L <br />M <br />N <br />v <br />a <br />1 , <br /> <br /> <br /> <br /> <br /> <br />80.0 <br />60.0 <br />40.0 <br />20.0 <br />0 <br />0 <br />30.0 60.0 90.0 120.0 150.0 180.0 <br />Total Normal Stress, psi <br />Effective Normal Stress, psi - - - <br />0 '- <br />0 <br />5 10 15 <br />Rxial Strain, <br />TYPE OF TEST: <br />CU with pore pressures <br />SAMPLE TYPE: Remolded <br />DESCRIPTION: Tailings slimes <br />SAMPLE N0. <br />WRTER CONTENT, i <br />-~ DRY DENSITY, pcf <br />~ SRTURRTION, % <br />VOID RATIO <br />~ DIRMETER, in <br />~ HEIGHT, in <br />WRTER CONTENT, <br />~ DRY DENSITY, pcf <br />w SRTURRTION, % <br />~ VOID RATIO <br />~ DIRMETER, in <br />a <br />HEIGHT, In <br />Strain rate, inimin <br />BACK PRESSURE, psi <br />CELL PRESSURE, psi <br />FAILURE STRESS, psi <br />PORE PRESSURE, psi <br />20 ULTIMRTE STRESS, psi <br />PORE PRESSURE, psi <br />61FRILURE, psi <br />63FRILURE, psi <br />CLIENT: Battle Mt. Go td <br />1 2 3 <br />40.3 37.0 37.1 <br />79.7 81.5 82.0 <br />97.6 96.0 97.4 <br />1.116 1.015 1.001 <br />1.94 1.94 1.94 <br />4.00 4.00 4.00 <br />27.6 27.4 31.8 <br />95.1 95.5 89.5 <br />100.0 100.0 100.0 <br />0.726 0.720 0.895 <br />1.80 1.62 1.91 <br />0.005 0.008 0.004 <br />37.5 38.2 38.3 <br />57.5 83.2 113.3 <br />31.9 SS.1 76.0 <br />48.7 64.3 80.0 <br />22.4 37.3 63.8 <br />50.9 68.5 86.6 <br />40.7 74.0 109.5 <br />B.8 18.9 33.3 <br />JECT: San Luis <br />LL= PL= PI= <br />SPECIFIC GRRVITY= 2.63 <br />REMRRKS: Failure Criteria: <br />10% Strain <br />FIG. N0. <br />SRMPLE LOCATION: Sample A, Sample B, <br />Sa mp]e C <br />PROJ. NO.: 14719 DATE: July 1995 <br />TRIAXIAL SHERR TEST REPORT <br />Slfl[FFQ1 P'Oi1iF.RT5011 AfiD KIlZST~i W.S. ) IHC. <br />