Laserfiche WebLink
CHEN AND ASSOCIATES <br />Consulting Soil and Foundation Engineers <br /> <br />TEST NUHBER- 1 2 3 4 <br /> <br /> <br />LOCA710H P-2 p <br />4D'3" <br />_40,8„ <br /> <br />;, <br /> <br />„ <br />HEIGHT-INCH .76 1.00 I.OD <br />CIAY.ETER-.INCH 1.81 1.81 1.81 <br />LIATER CD1iTENT - 2 .6 .6 <br />DRY -0ENSITY - pcf 29.4- 128.E 128.4 <br />CONSOL. LOAD - ksf <br />NCRMAL LOAD --ksf 2.OD 4.00 6.00 <br />SHEAF STRESS- ksf 3.96 4.19 4.61 <br />15 <br />N <br />Y <br />X10 <br />i <br />N <br />L <br />u <br />t <br />N <br />5 <br />TYPE OF SPECIMEN NX Core <br />SOIL DESCRIPTION Dark gray claystone <br />{Sample was disturbed <br />Unsaturated, Consolidated' D <br />TYPE OF TEST <br />Undrained <br />S.R. ~ .012 in./min. <br />Note: Same sample used for <br />J nrl l 9rr~ e~ags< <br /> <br />-Y <br />N <br />M <br />V <br />N <br />A <br />0 <br />L <br />N <br />1 <br />• <br />x'20,908 <br /> I <br /> <br /> <br /> <br /> <br /> <br /> 2 <br /> <br /> <br /> <br /> <br /> 1 <br /> <br /> <br /> I <br /> I <br /> <br /> <br /> <br />1 7 7 - <br />Horizontal Displacement <br />1 nches _ ____ _ <br />TAN 0 <br />~ Residual 9.5° <br />COHESION - ksf 3.60 . <br /> <br /> <br /> <br /> I <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 2 <br /> <br /> <br />3 <br /> <br /> <br />4 <br /> <br /> <br />5 <br /> <br /> <br />6 <br /> <br /> <br />7 6 <br />5 <br />4 <br />3 <br />2 <br />8 <br />Normal Stress - ksf <br />fig. 3 <br />DIRECT SHEAR TEST RESULTS <br />20 <br />