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1 <br />1 <br />• <br />N ' <br />.Y... <br />C <br />N <br />01 <br />rn <br />`o <br />m <br />0 2 a 8 fl 10 12 14 i6 1B 20 22 24 <br />Aml Strain (%) <br /> Sta <br />t~ iii <br />,~ I I ~ st'.p. ~ I <br />fl <br />9tap~ t~ <br />,i f <br />j ~ I ~ <br /> <br />I <br /> evictor Stress vs. Axial Sttain <br /> Stage No. 1 2 3 <br /> Location B-24 ®2030 ft <br /> Height in, 3.998 3.998 3.998 <br /> Diameter in. L.879 1.879 1.879 <br /> Water Content o 9.8 9.8 9.8 <br /> Dry Density pcf 110 110 110 <br /> o, -a, ksf 7.17 10.77 14.52 <br />• of ksf 0.994 2.995 4.997 <br /> o, ksf 8.168 13.76 <br />6 19.516 <br />of Lean Clay with Gravel (CL-GC). <br />ed to 85 0 of 130.6 Proctor. <br />• <br />1fi <br />14 <br />0 <br />12 <br />N <br />m t0 <br />rn <br />m 9 <br />a <br />s <br />a` <br />4 <br />2 <br /> <br /> <br /> <br /> <br /> Lap p 1 <br /> I I ! <br />'~ , <br />5{ y <br />tape 2 I I I <br />Sta <br />pp <br />~N <br /> , <br /> J' <br />0 2 4 8 8 f0 12 14 16 18 20 22 24 <br />Axlal Stain (%) <br />Principal Stress Ratio vs. Axial Strain <br />c <br />N <br />Y_ <br />N <br />N <br />0 <br />S <br />m <br />m <br />m <br />5002 60 ~ MAXIM ( CONSOLIDATED, UNDRAINID Fig. 4 <br />2655 TRL4I~AI. SHEAR TEST RESULTS <br />a z a s s fa tz to is to zo z2 2a <br />Compressive Stress (ksf) <br />