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CHEN AND ASSOCIATES <br />Consulting Soi{ and Foundation Engineers <br />• <br />TEST NUMBER 1 2 3 4 <br />LOCATION Hole 6 at dep h 9'-0' <br />HEIGHT-INCH 1.00 1.00 I.00 <br />DIAMETER-INCH I.94 1.94 1.94 <br />HATER CONTENT - $ 21.4 21.4 21.4 <br />ORY DENSITY - pcf IC2.1 103.9 101.9 <br />CONSOL. LOAD - ksf 1.0 3.0 5.0 <br />NORMAL LOAD - ksf 1.0 3.D 5.0 <br />SHEAR STRESS - ksf 2.4 3.2 4.6 <br /> <br />4 <br />w <br />N <br />Y <br />3 <br />N <br />VI <br />u <br />.. <br />N <br />2 <br />m <br />v <br />r <br />N <br />1 <br />TYPE .OF SPECIMEN Renolded <br />SOIL DESCRIPTI01: Sandy Clay <br />TYPE OF TEST ASTM D3030, consolidated, <br />sinnle shear. subreraed <br />6 <br />W <br />N ({ <br />Y <br />I <br />w <br />N <br />m <br />L <br />N <br />L 2 <br />N <br />d <br />L <br />i <br />I I I I I I I I I I I I I I <br />2 4 6 310 i2 1, 161E 20 <br />Horizontal Displacement <br />(inches x 10'2) <br />TAN A <br />A <br />COHESION - ksf <br />i <br />1.7 <br />I I I I I I I I I I I I I I I I I I I I <br />0 ~2 4 6 <br />Normal Stress - ksf <br />~. ,415.450 <br />"'~=~:<.'; r i DIRECT SHEAR TEST RESULTS <br />-~ <br />.~ <br />7 <br />ai <br />1 <br />N <br />.'1 <br />i <br />a <br />s <br />+~ <br />Fig.. 19 <br />