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1 <br />1 <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundation Engineers <br />TEST NUMBER 1 2 3 4 <br />. <br />LOCATION D-8 <br />@ 4 D-8 <br />@4 D-8 <br />@4 <br />HEIGHT-INCH .75 .75 .75 <br />CIAMETER-{NCH 1.94 1.94 1.94 <br />WATER COIJTENT - $ 14.9 15.1 15.0 <br />DAY DENSITY - pcf 110.2 110.0 111.0 <br />~~?NS QL-.-t~?Rfl--ics~ <br />NCRMAL LOAD - ksf 2.00 4.00 6.00 <br />SHEAR STRESS - ksf 1.64 3.20 4.10 <br />TYPE OF SPECIMEN Undisturbed California liner <br />SOIL DESCRIPTION Silty clayey sand <br />-200 = 30 LL = 21 PI = 6 <br />TYPE OF TEST Consolidated submerged <br />Single shear <br />Strain rate=.026 in/min <br />3 <br />N <br />Y <br />N <br />v 2 <br />~n <br />m <br />d <br />r <br />N <br />1 <br />0 <br />Horizontal Displacement <br />(Inches)-x-a~~ <br />TAN 0 0.65 <br />0 33° <br />0.2 <br />COHESION - ksf <br />7 <br />6 <br />u. <br />N <br />Y 5 <br />'^ 4 <br />N <br />d <br />V <br />~' 3 <br />A <br />d <br />r 2 <br />N <br />1 <br />(] <br />Normal Stress - ksf <br />x20,240 <br />DIRECT SHEAR TEST RESULTS <br />Fiy. li <br />