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<br />1 <br />I'1 <br />1 <br />^ <br />"0' ©© ~ P.FRt Il TS <br />ti <br />N <br />x40.00 <br />N <br />a <br />m <br />a~0.00 <br />r <br />Y <br />R <br />a <br />a <br />0° <br />6 <br />20.60 x6.66 60.00 80.00 100.8@ 120.00 <br />Normal Stress <br />40'©© <br />I. 1.... <br />1 SAMPLE NO. 1 2 3 <br /> I (WATER CONTENT, r 7.4 7.4 7.4 <br />.,, 40.00 1 1 I ¢ DR1~' DENSITY, pcf 121.8 121.8 121.8 <br />a I .; I :; I ~ SATURATION, 'f, 54.7 54.7 54.7 <br />32,0@ <br />01 <br />I <br />i i <br />"( VOID RATIO 0.358 0.358 0.358 <br />SIDE LENGTH <br />in 3 <br />95 3 <br />95 3 <br />95 <br />m <br />L I ::% <br />r I <br />1 .::: <br />.. :. <br />I I , <br />. <br />. <br />. <br />HEIGHT in 1.4b 1.4b 1.46 <br />24 <br />60 <br />. <br />.. <br />.. <br />cn WATER CONTENT, 'f. b.8 7.0 7.0 <br />I <br />l <br />I!/'~:.:I . I <br />I ~ DRY DENSITY, pcf 122.b 123.4 124.2 <br />ro <br />16 <br />001 i I F SATURATION, % 51.8 54.8 55.7 <br />~ <br />. <br />N I i`' I I <br />I ~ VOID RATIO 0.349 0.341 0.332 <br />1%;: I ;, I a~ SIDE LENGTH, in 3.95 3.95 3.95 <br />8.001; I 1 i . ..I HEIGHT, in 1.45 1.44 1.43 <br />I ...I.....1....1 <br />9,: ~.. :~:: :.~:::;~ <br />NORMAL STP,ESS, psi 14.13 28.26 42.39 <br />0 0.2 0.4 @.b 0.8I MAXIMUM SHEAR, psi 13,58 34.03 35.38 <br />Horiz. Deform., in ( RESIDUAL SHEAR, psi <br /> <br />SAMPLE DATA Strain rate, inimin 0.007 0.007 0.007 <br />SAMPLE TYPE: BUCKET ( CLIENT: BATTLE MT. GOLD <br />DESCRIFTIOfd: EMBANKMENT FILL II <br />TYPE I #2 <JAD) PROJECT: SAN LUIS MINE, SAN LUIS, CO. <br />LL= FL= FI= I <br />SPECIFIC GRAVITY= 2.65 ((SAMPLE LOCATION: SAN LUIS, COLORADO <br />REMARKS: SAMPLE WAS PREPARED ATIII <br />FIELD DENSITY AND MOISTUP.E ~~PROJ. N0.' 14'25 DATE' 10:12%43 <br />cutaTE-dT CFRICTIGtd ANGLE I DIRECT SHEAR TEST.f?EPORT <br />ASSUMING ZERO COHESION) I <br />FIG. N0. 2B I~TEFFEN ROBEP,TSON AND K,IRSTEN (U. S.) INC.. <br />~1 <br />