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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundation Engineers <br />TEST NUMBER 1 2 3 4 <br /> <br />LOCATION D-18 <br />@ 1.5' D-18 <br />@1.5' D-18 <br />@ 1. <br />' <br />HEIGHT-INCH •75 .75 .75 <br />CIAY.ETER-INCH 1.94 1.94 1.94 <br />WATER CONTENT - $ 21.5 21.6 23.8 <br />I <br />- pcf <br />R <br />Y <br />ENS <br />T <br />Y <br />D <br />D 90.7 93.~r 90.7 <br />/ <br />~/ <br />~ <br />~(~/ <br />~~ <br />/ <br />A <br />/~ <br />1 <br />VV~JVlYyY11"1vA~i- <br />NCRMAL LOAD - ksf 2.00 4.00 6.00 <br />SHEAR STRESS - ksf 1.29 2.78 4.03 <br />6 <br />N <br />Y <br />N <br />'" 4 <br />v <br />N <br />l <br />N <br />w <br />r <br />N <br />2 <br />TYPE OF SPECIMEN UndisCurbed California Liner <br />SOIL DESCRIPTION Silty sand <br />-200 43 <br />0 <br />TYPE OF TEST consolidated, submerged <br />Single shear <br />Strain rate = .040 in/min <br />7 <br />iJ <br />Horizontal Displacement <br />(inches)x-H9c2}- <br />TAN 0 0.60 <br />~ 3l0 <br />COHESION - ksf 0.30 <br />6 <br />-Y 5 <br />N 4 <br />v <br />~+ 3 <br />m <br />t 2 <br />N <br />0 <br />N20,240 <br />1 <br />1 2 3 4 5 6 7 8 <br />Normal Stress - ksf <br />DIRECT SHEAR-TEST RESULTS <br />FiF. 17 <br />