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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundation Engineers <br />A <br />TEST NUMBER 1 2 3 4 <br />• <br />LOCATION D-6 <br />@ 4' D-6 <br />@4' D-6 <br />@4' <br />HEIGHT-INCH •75 .75 .75 <br />CIAMETER-INCH 1.94 1.94 1.94 <br />WATER CONTENT - $ 13.6 15.0 14.5 <br />DRY DENSITY - pcf 108.3 107.2 104.0 <br />C9NStTt-: ~.f}Afl--ics~ <br />NCRMAL LOAD - ksf .00 4.00 6.00 <br />SHEAR STRESS - ksf .99 3.43 4.80 <br />6 <br />N <br />Y <br />N <br />'" 4 <br />w <br />N <br />L <br />N <br />m <br />L <br />N <br />2 <br />TYPE OF SPECIMEN undisturbed California liner <br />SOIL DESCRIPTION clayey sand <br />-200 = 39 <br />0 <br />TYPE OF TEST Consolidated submerged <br />Single shear <br />strain rate = .040 in/min <br />7 <br />'6 <br />Y 5 <br />N'4 <br />d <br />in 3 <br />A <br />d 2 <br />L <br />N <br />1 <br />0 <br />TAN 0 <br />0 <br />COHESION - ksf <br />3 <br />3 5' <br />0.5 <br />1 2 3 4 5 6 7 8 <br />Normal Stress - ksf <br />u?0,240 <br />DIRECT SHEAR TEST RESULTS <br />.] .2 <br />Horizontal Displacement <br />(Inches)-ie--~0=~- <br />0.70 <br />hig. la <br />