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• <br />TEST NUMBER 1 2 3 4 <br />LOCA710N tole 8 at dept h 9'-0" <br />HEIGHT-{NCH 1.00 1.0 1.00 <br />DIAMETER-INCH 1.j:I 1.94 1,94 <br />WATER CONTENT - $ 24.0 24.0 24.0 <br />DRY DENSITY - pcf 112.1 110.2 111.2 <br />CONSOL. LOAD - ksf 1.0 3.0 5.0 <br />NORMAL LOAD - ksf 1.0 3.0 5.0 <br />SHEAR STRESS - ksf z.S 3.9 5.7 <br />TYPE OF SPECIMEN <br />SOIL DESCRIPTION <br />TYPE OF TEST <br />• - <br />CHEN AND ASSOCIA~ <br />Consulting Soil and Foundation <br />Undisturbed <br />Claystone <br />ASTM D3080, consolidated <br />single shear, in-situ <br />moisture <br />6 <br />4 <br />Y <br />N <br />N <br />°' 3 <br />N <br />m <br />m <br />L <br />N <br />2 <br />Horizontal Displacement <br />(inches x IG"2) <br />TAN 0 <br />0 - 3&~ .l <br />COHESION - ksf 1.6 <br /> <br /> 4 <br /> <br /> <br />N <br />N <br />u <br /> <br /> <br />N <br /> 2 <br />~ <br />O <br />L <br />Vf <br />. 0 <br />2 4 6 <br />Normal Stress - ksf <br />,e,._:~;.,.::.•. ., ,_,-;.~,.,,,~-~;,,~;~~~,DIRE.C7-SHEAR TEST. RESULTS <br />r <br />!~ <br />Fig, 20 <br />