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• <br />TEST NUMBER 1 2 3 4 <br /> <br />LOCATION <br />~ <br />23 ft D- <br />~ <br />23 ft <br />~ <br />23 ft <br />HEIGHT - INCH 3.74 3,74 3,74 <br />DIAMETER - INCH 1,935 1,935 1,935 <br />MATER CONTENT - $ 19,3 19.3 19.3 <br />DRY DENSITY - pcf 102.6 102,6 102,6 <br />CONSOL. LOAD - ksf 1.440 2.880 5.760 <br />- ksf ,898 1,927 3.423 <br />6j - ksf 4,512 7.345 2,049 <br />w <br />N <br />Y <br />N <br />N <br />Y <br />L <br />N <br />0 <br />Y <br />4 <br />u <br />0 <br />TYPE OF SPECIMEN California Sample - Natural <br />SOIL DESCRIPTION Silty clay <br />i <br />TYPE OF TEST Saturated - 'Consolidated <br />• Undrained with pore pressure <br />measurements <br />15,000 <br />w <br />X90,000 <br />w <br />M <br />Y <br />M <br />N <br />5 , 000 <br />r <br />N <br />,/ 1I <br />u <br />TAN 0 <br />m <br />COHESION - ksf <br />32.5 22,5 <br />.300 ,600 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> i <br /> <br /> - <br /> ' <br /> <br /> <br /> <br /> / 1 <br /> <br /> , • r r • <br />Normal Stress - ksf <br />#20,084 <br />CHEN AND ASSOCIATES <br />Consulting Soii and Foundofion Engineers <br />1~ <br />Axial Strain ($) <br />EFFECTIVE TOTAL. <br />Fig. 13 <br />TRIAXIAL SHEAR TEST RESULTS <br />