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1 <br />r <br />1 <br />i <br />1 <br />CHEN AND ASSOCIATES <br />Consulting Soi I and Foundation Engineers <br />,~ <br />TEST NUMBER 1 2 3 4 <br />LOCATION D3 @9 D3 @9 D3 @9 <br />HEIGHT-INCH .494 .494 .494 <br />CIAMETER-INLH 1.914 1.914 1.914 <br />WATER COIJTENT - $ 10.4 13.3 19.9 <br />DRY DENSITY - pcf 104.2 106.3 100.6 <br />E9N58t :-t$A~--ics4- <br />NCRMAL LOAD - ksf 2.000 4.000 6.000 <br />SHEAR STRESS - ksf 3.7 8.2 g,7 <br />TYPE OF SPECIMEN <br />SOIL DESCRIPTION <br />TYPE OF TEST <br />15 <br />Y LO <br />Undisturbed California liner <br />9 <br />8 <br />7 <br />N <br />" 6 <br />N <br />d S <br />., <br />~ 4 <br />m <br />~ 3 <br />2 <br />Very sandy clay 1 <br />-200 = 56 LL = 27 PI = 13 <br />Consolidated <br />Single shear, in-situ moisture <br />NOTE: sample not uniform <br />Strain Rate: ,040 in;.~in <br />Horizontal Displacement <br />(Inches)x-X9_2}- <br />TAN 0 0.75 <br />0 370 <br />COHESION - ksf <br />3.3 <br />N <br />N <br />d <br />N <br />~ 5 <br />v <br />s <br />N <br />Normal Stress - ksf <br />x20,240 <br />DIRECT SHEAR TEST RESULTS <br />I i~. l.i <br />