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<br />L <br />TEST NUPIBER 1 2 3 4 <br />LOCATION i;ole 5 at dep h v'-0" <br />HEIGHT-INCH I.GO 1. G0 I.00 <br />DIAMETER-INCH 1.94 1.94 t.94 <br />WATER CONTENT - $ 13.5 13.5 13.5 <br />DRY DENSITY - pcf 113.7 lOS.0 110.1 <br />CONSOL. LOAD - ksf 1.O '3.0 5.0 <br />NORMAL LOAD - ksf {.0 3.0 j.0 <br />SHEAR STRESS - ksf Z.9 3.7 5.3 <br />TYPE OF SPECInEN Undisturbed <br />SOIL DESCRIFTIC!. Sandy Clav <br />TYPE OF TES? ASTft U3080, consolidated <br />• single shear <br />subnerged <br />Y <br />N <br />N <br />d <br />{A <br />A <br />m <br />r <br />N <br />i I <br />1 z 3 4 5 <br />Normal Stress - ksf <br />fr15,450 r, ,.~•DIRECT SHEAR TEST RESULTS <br />..i_~-~vkia„i :yt i..,S..,~t~'~v,:~-r,Kidt ':.Y.`~#iW..,~-:. ,.. <br />4 <br />N <br />Y <br />, <br />N <br />N <br />^+ 3 <br />Y <br />m <br />a: <br />L <br />N <br /> <br />i; <br />P <br />i <br />Horizontal Oisplacement <br />(inches x IC-Z) <br />TAN A ~ <br />0 33° # <br />i <br />COHESION - ksf 1,8 <br />s4 <br />:~ <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundation ~^^~^°°•° <br />5 <br />y <br />v <br />s <br />9 <br />1 <br />7 <br />.~ <br />i <br />3 <br />'a <br />Fig 18. ..,~! <br />