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� 7200 <br />1 l I <br />� Q. In <br />Q. <br />4800 <br />97 <br />u � <br />L Qi <br />+� L <br />0 <br />L <br />O L <br />O d <br />s <br />(n x 2400 <br />o � <br />� Q <br />-a <br />v� <br />v <br />Q: <br />0 2400 4800 7200 9600 12000 14400 <br />Normal Stress <br />SAMPLE DATA Stroin rote. in/min 0.040 0.040 0.040 <br />SAMPLE TYPE: CLIENT: GUNDLE <br />DESCRIPTION: BROWN CLAY <br />PROJECT: GEOPACIFIC LINING <br />LL= PL- PI= <br />SPECIFIC GRAVITY- 2.65 SAMPLE LOCATION: <br />REMARKS: <br />FIG. NO. 1 <br />PROD. NO.: 95S1875-01 DATE: 07-24-95 <br />DIRECT SHEAR TEST REPORT - - <br />J & L <br />TESTING CO., INC. <br />ISAMPLE NO <br />1 <br />2 <br />3 <br />:..:..;.; ...:..:.::..:....:..:..:..;....;..;..:.; . <br />WA N , <br />19 O <br />19 0 <br />19 O <br />5000 <br />........:...:.............:..:................ <br />J DRY DENSITY p c f <br />Q <br />97.6 <br />97.6 <br />97.6 <br />»- <br />..:..:._._. .:..:..:..:. ..:..:..:.:.. ..:..:..:._. <br />••••:•--;••:•.:•.:•.•�••:..:..:_... <br />SATURATION. 7. <br />72.4 <br />72.4 <br />72.4 <br />Q <br />4000 <br />.............: :: : <br />z VOID RATIO <br />0.695 <br />0.695 <br />0.695 <br />_ _ <br />i •�•>••>• ••c-•:••:••�• ••;• ••<.-:•...... <br />SIDE LENGTH, in <br />12.00 <br />12.00 <br />12.00 <br />ami <br />;••: ••i••>• ••:••:• : - ..;..; : <br />HEIGHT in <br />1.50 <br />1.50 <br />1.50 <br />3000 <br />; WATER CONTENT, Z <br />190 <br />19.0 <br />19.0 <br />N <br />L <br />-- •DRY DENSITY, pcf <br />97.6 <br />97.6 <br />97.6 <br />a0i <br />2000 <br />��=� w <br />::. ` ` ' SATURATION, % <br />7 2.4 <br />7 2.472.4- <br />7 2.4 <br />IL <br />..:.:...:..:..t..:._ . .�..:..... . <br />.. <br />= .;..;..>..: ;..' .;_. _...:..;..;....;..;..;..;. VOID RATIO <br />0.695 <br />0.695 <br />0.695 <br />.;• ...c.. •.;..;....;..:..;..:....:..:... . Q SIDE LENGTH, in <br />12-00 <br />12.00 <br />12.00 <br />1000 <br />. • .... <br />:::. .... .... <br />:...:..:..:..:....:.::.:..:....:..:..:..:. HEIGHT in <br />1.50 <br />1.50 <br />1. 50 <br />0 <br />NORMAL STRESS, psf <br />2880 <br />5760 <br />8640 <br />0 <br />0.4 0.8 1.2 1.6 MAXIMUM SHEAR, psf <br />1681 <br />2419 <br />3113 <br />Horiz. Deform., in RESIDUAL SHEAR, psf <br />1591 <br />2334 <br />2982 <br />SAMPLE DATA Stroin rote. in/min 0.040 0.040 0.040 <br />SAMPLE TYPE: CLIENT: GUNDLE <br />DESCRIPTION: BROWN CLAY <br />PROJECT: GEOPACIFIC LINING <br />LL= PL- PI= <br />SPECIFIC GRAVITY- 2.65 SAMPLE LOCATION: <br />REMARKS: <br />FIG. NO. 1 <br />PROD. NO.: 95S1875-01 DATE: 07-24-95 <br />DIRECT SHEAR TEST REPORT - - <br />J & L <br />TESTING CO., INC. <br />