Laserfiche WebLink
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-17 <br />@ 1-2 D-17 <br />@ 1-2 D-17 <br />@ 1-2 <br />HEIGHT-INCH •750 .750 .750 <br />CIAkETER-INCH 1,944 1.944 1.944 <br />WATER COIJTENT - $ 13.6 13.4 17.0 <br />DRY DENSITY - pcf 103.4 103.7 100.4 <br />C-0NSQb-: 'L-0A4--~S~ <br />NCRHAL LOAD - ksf 2,00 4.00 6.00 <br />SHEAR STRESS - ksf 2.15 2.40 4.0 <br />1V <br />N <br />Y <br />N <br />m5 <br />N <br />L <br />N <br />d <br />L <br />N <br />TYPE OF SPELIMEN Remolded <br />SOIL DESCRIPTION Sandy silt <br /> -200 = 62 , NP <br />TYPE OF TEST Consolidated submerged <br /> Single shear <br /> strain rate = <br />rlLn in/min <br />.1 .2 .~ <br />Horizontal Displacement <br />(inched u-H}'~}-- <br />TAN 0 0.58 <br />~ 30° <br />COHESION - ksf 0'7p <br />'" 4 <br />Y <br />N <br />N <br />W <br />{A <br />,~ 2 <br />L <br />L <br />N <br />u <br />iz <br />Normal Stress - ksf <br />"20,240 DIRECT SHEAR TEST RESULTS <br />f i.;~. l6 <br />