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• <br />C~ <br />LJ <br />TEST NUMBER 1 2 3 4 <br /> <br />LOCATION R-3 <br />~° <br />ft R-3 <br />@ <br />9 ft R-3 <br />Cd <br />9 ft <br />HEIGHT-INCH ,40 ,40 ,40 <br />DIAMETER-INCH 1,94 1.94 1,94 <br />WATER CONTENT - 3 7.9 15.4 12.1 <br />DRY DENSITY - pcf 92.8 BB.S 76.5 <br />CONSOL. LOAD - ksf <br />NORMAL LOAD - kSf 3.00 b,00 9,00 <br />SHEAR STRESS - ksf 2,676 4,461 6.105 <br />450 <br />w <br />M <br />Y <br />~10 <br />.+ <br />N <br />L <br />W <br />u <br />r <br />N <br />150 <br />TYPE OF SPECIMEN California - Remolded - #8 Mat <br />SOIL DESCRIPTION Coaty Sediments <br />and clav <br />I Saturated - Consolidated - <br />TYPE OF TEST <br />Drained <br />Y 10 <br />N <br />N <br />Y <br />L <br />~+ <br />N <br />5 <br />A <br />t <br />N <br />,I ,Z <br />Horizontal Displacement <br />(Inches x 10"2) <br />TAN m <br />e <br />COHESION - ksf <br />35.5 <br />o.lo <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />5 10 15 <br />Normal Stress - ksf <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundotion Engineers <br />6001 <br />#20,084 Fig. 11 <br />DIRECT SHEAR TEST RESULTS <br />