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I <br />l1~ <br />L <br />Stage No. 1 2 3 <br />Location B-24 ®l9 ft <br />Height in. 3.973 3.973 3.973 <br />Diameter in. 1.932 1.932 1.93:. <br />Water Content q 3.4 3.4 3.4 <br />Dry Density pcf 127 127 127 <br />o. -a~ kst 18.88 4.77 30.05 <br />a, !csf L.00 3.00 5.00 <br />a7 ksf 19.88 27.77 35.05 <br /> <br />sample of Lean Clay with Gravel (CL-GC). <br />. I <br /> <br />O <br />.J <br />0 <br />Q <br />Nl <br />N <br />(A <br />2l <br />U <br />C <br />a <br />PnnClpal $CCeSS lla[IO VS. f~X131 $tral(1 <br />n <br />m <br />m <br />24 ~ can a ~ of 72 <br />j !f ~ 96~ <br />zt i I j I I I I <br />ie I i I I ~ ~ ~ <br />is ~ ~ <br />i i <br />7z ~ ~ i ~ I <br />9 1 l i d I ~ <br />6 <br />a ~ I ~ <br />o a i l I <br />0 o y 7e m io a cY ei vu oa o0 <br />Compressive Stress (ksQ <br />50 655 O I MAXIM I ~C'1'RIAXIAI. S DHEAR TEST RFS~ TD + Fig. 7 <br />fl 1 2 3 4 5 8 7 e y 70 <br />Axial Strain (%) <br />