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7200 <br /> PEAK RES I DUAL :..:..;. ..:..:..;..:.. . j..i..;...:. ;_-.:. :...... <br /> - - - -- --- <br /> C, psf 972 911 ������•��•� <br /> deg 14.0 13.6 ...... ...:..:..:..:.. . ;.. ..;.. .. .. . ;..;..;... <br /> m ........;.. . <br /> CL a TAN 0.25 0.24 <br /> ;..:..;.. ..i..; :.. ..:....:..:... <br /> 4800 <br /> - - - - - - - - - - - - - - - --- <br /> . ........:..:.. <br /> . r <br /> 0 -c 2400 _ <br /> . . . . . . . . . . . : <br /> C) -y s <br /> . ..:........:.. <br /> ..:...:..:.. <br /> ........:.. <br /> - a <br /> 0 <br /> 0 2400 4800 7200 9600 12000 14400 <br /> Normal Stress <br /> 6000 <br /> . . . . . . . . . . . . . . . . <br /> SAMPLE N0. 1 2 3 <br /> WATER CONTENT 19.0 1 <br /> 5000 . . . f <br /> ..:..:..:. <br /> c <br /> :.._._._. ..:..:..:..:.. ..:..:..�.:.. ..:..:..:..:. DRY DENSITY p 97. 6 97 <br /> ...... . ..:..:..:. SATURATION, % 72.4 72.4 72.4 <br /> 4000 z VOID RATIO 0.695 0.695 0.695 <br /> :.:..:..;. ..:..:..:..... ..:.... .. .. . , i n <br /> SIDE LENGTH 12 00 12 00 12 00 <br /> a :..... .. . ...:..:.. .. .. ........;.;.. .. ..;.... <br /> :..:..:..:. ..:..:..:..i.. ..;..;..;..:.. ..j..:..:...:. <br /> HEIGHT in 1 .50 1 .50 1 .50 <br /> 3000 : : WATER CONTENT, 19:0 19.0 19.0 <br /> N <br /> L :._._. .:..:..:..:.. ..:.. :.._. DRY DENSITY, pc f 97. 6 97.6 97.6 <br /> :..:..:. . :..:..:.. ..:.v.:..:.. .. ..:..:. <br /> a0i 2000 w SATURATION, � 72.4 72.4 72.4 <br /> .:. ..:..:. ..:..:..:..:.. ..:..:..:..:.. ..: <br /> ;..;-.;. . :.. .:.. ..:...:..;..;.. ..;.. ..;..;. VOID RAT I 0 0.695 0.695 0.695 <br /> LENGTH <br /> <..:..:.. .......<..:.. ..:..;..>..:.. , in 12.00 12.00 12.00 <br /> SIDE <br /> 1000 <br /> :..:.. ..:.;..;..... ..:..:..:...:. HEIGHT in 1 .5o 1 .50 1 .50 <br /> 0 NORMAL STRESS. psf 2880 5760 8640 <br /> 0 0.4 0.8 1 .2 1 .6 MAXIMUM SHEAR, psf 1681 2419 3113 <br /> Horiz . Deform. , in RESIDUAL SHEAR, psf 1591 2334 2982 <br /> Strain rate, in/min 0.040 0.040 0.040 <br /> SAMPLE DATA <br /> SAMPLE TYPE: CLIENT: GUNDLE <br /> DESCRIPTION: BROWN CLAY <br /> PROJECT: GEOPACIFIC LINING <br /> LL= PL= P1 = <br /> SPECIFIC GRAVITY- 2. 65 SAMPLE LOCATION: <br /> REMARKS: <br /> PROJ . NO. : 95S1875-01 DATE: 07-24-95 <br /> DIRECT SHEAR TEST REPORT - - ' <br /> FIG. NO. 1 J & L TEST I NG CO . , INC . <br />