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CHEN AND ASSOCIAT~i <br />Consulting Soil and Foundation Engineers <br />TEST NUMBER 1 2 3 4 <br />SAHPLE N0. 1 1 1 <br />HEIGHT-INCH .475 .475 .475 <br />CIAY.ETER-INCH 1.940 1.940 1.940 <br />HATER CONTENT - $ 10,0 7,3 7,3 <br />DRY DENSITY - pcf 97,7 100.1 100.1 <br />CONSOL. LOAD - ksf <br />NCRHAL LOAD - ksf 2,16 4.32 6.48 <br />SHEAR STRESS - ksf 1.28 3,26 4.61 <br />TYPE OF SPECIMEN Femo!ded at 50$ relative <br />ensl y. <br />SOIL DESCRIPTION Tailings <br />TYPE OF TEST Saturated, <br />consolidated, <br />undrained <br />6 <br />6. <br />)F <br />w <br />N <br />Y <br />I <br />N <br />u4 <br />.~ <br />m <br />u <br />L <br />N <br />2. <br />0~ <br />0 .1 .2 <br />Horizontal Displacement <br />(Inches) <br />TAN 0 <br />0 <br />COHESION - ksf <br />73 <br />36.2° <br />0 <br />Y 4 <br />N <br />N <br />L <br />M <br />N <br />m 2 <br />u <br />r <br />N <br /> <br />Normal Stress - ksf <br />25,126 fin. 2 <br />r11RF('T SHFGR TFCT RFSIII TS <br />