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• <br />• <br />TEST NUMBER 1 2 3 4 <br />LOCATION Bu et No, 5 <br />HEIGHT - INCH 5.61 5.61 5,61 <br />DIAMETER - INCH 2,812 2.812 2,612 <br />PATER CONTENT - 2 13.2 13.2 13.2 <br />DRY DENSITY - pcf 110.3 110.3 110.3 <br />CONSOL. LOAD - ksf ,936 1,800 3.542 <br />d'3 - ksf ,5z1 ,940 1.659 <br />~l - kcf 2,141 3.726 5.961 <br />w <br />h <br />Y <br />N <br />Y <br />L <br />N2,5 <br />0 <br />Y <br />4 <br />u <br />0 <br />TYPE OF SPECIMEN Remolded <br />SOIL DESCRIPTION Shale - Silt clay -gray <br />TYPE OF TEST Saturated - consolidated - <br />Undrained with pore pressure <br />w <br />M <br />5, <br />M <br />Y <br />M <br />N <br />~ 2 <br />Y <br />L <br />N <br />• <br />#20,084 <br />TAN 0 <br />m <br />COHESION - ksf <br />33 20 <br />50 220 <br />Normal Stress - ksf <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundation Engineers <br />5.0 <br />5.0 10,0 1: <br />Axial Strain (3) <br />EFFECTIVE TOTAL <br /> <br />TRIAXIAL SHEAR TEST RESULTS Fig 14 <br />