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• <br />TEST NUMBER 1 2 3 4 <br /> <br />LOCA710N R-3 <br />Cd <br />35 ft R-3 <br />Ca <br />35 ft R-3 <br /> <br />35 ft <br />HEIGHT - INCH 3.23 •3.23 3.23 <br />DIAMETER - INCH ,9207 1.9207 1,9207 <br />MATER CONTENT - t 13.5 13.5 13.5 <br />DRY DENSITY - pcf 119.6 119.6 119,6 <br />CONSOL. LOAD - ksf 1,584 3.168 6.307 <br />C~3 - ksf .,930 1.841 3.521 <br />~l - ksf 4,440 8.019 14.456 <br />TYPE OF SPECIMEN <br />SOIL DESCRIPTION <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundotion Engineers <br />20 <br />California Sample - Natural <br />Silty clay <br />15 <br />w <br />N <br />Y <br />N <br />N <br />u <br />N 10 <br />0 <br />M <br />4 <br />d <br />0 <br />5 <br />0 <br />TYPE OF TEST Saturated - Consolidated - <br />• Undrained with pore pressure <br />measurements <br />15, <br />w <br />~i 10 <br />.n <br />Y <br />L <br />~+ <br />N <br />v 5 <br />L <br />N <br />L J <br />x/20,084 <br />5.0 10.0 IS <br />Axial Straln (Y) <br />EFFECTIVE TOTAL <br />TAN 0 <br />~ 35 26 <br />COHESION - ksf .200 .400 <br />Fig. 12 <br />TRIAXIAL SHEAR TEST RESULTS <br />Normal Stress - ksf <br />