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<br />• <br />w <br />e <br />Y 5.0 <br />M <br />Y <br />V <br />N <br />Axial Streln (Y) <br />EFFECTIVE TOTAL <br />TAN m <br />~ 340 23 <br />COHESION - ksf 0 0,150 <br />7.5 <br />r <br />N <br /> <br />TEST NUMBER 1 2 3 4 <br />LOCATION <br />R(a I <br />39 ft R-I <br />Cd <br />39 ft R-I <br />(~ <br />39 ft <br />NEIGHT - INCH 3.91 3.91 3.91 <br />DIAMETER - INCH 1.94 1.94 1.94 <br />VATER CONTENT - Y 11.9 11.9 11.9 <br />DRY DENSITY - pcf 82,0 82.0 82.0 <br />LONSOL. LOAD - ksf 1,66 3,60 7.20 <br />(f3 - ksf ,852 1.92 3.63 <br />~1 - ksf 3,22 6,72 12.8 <br />7. <br />w <br />N <br />Y <br />N <br />M <br />Y <br />L <br />N <br />L <br />0 <br />Y <br />W <br />c <br />2, <br />TYPE OF SPECIMEN California Sample - Natural <br />SOIL DESCRIPTION Coaly sediments <br />and clay <br />~ Saturated - Consolidated - <br />TYPE Of TEST <br />Undrained with pore pressure <br />measurements <br />D <br />N20,084 <br />is <br />0 <br />Normal Stress - ksf <br />TRIAXIAL SHEAR TEST RESULTS <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundotion Engineers <br />1r <br />Fig. 9 <br />