Laserfiche WebLink
i <br />C~ <br />• <br />TEST NUMBER 1 2 3 4 <br />LOCATION R-3 <br />Cd <br />4 ft R-3 <br />Cd <br />4 ft R-3 <br />Ca <br />4 ft <br />HEIGHT - INCH 5.85 5.65 5.85 <br />DIAMETER - INCH 2,848 2.848 2,848 <br />WATER CONTENT - $ 13,5 13.5 13.5 <br />DRY DENSITY - pcf 82,9 82.9 82.9 <br />CONSOL. LOAD - ksf .980 2.246 5.688 <br />Q-3 - ksf 3,204 5.509 7.527 <br />~1 - ksf 14,935 1.337 3.657 <br />15 <br />w <br />N <br />Y <br />N <br />M <br />Y <br />L <br />,~ l o <br />0 <br />V <br />4 <br />d <br />0 <br />5 <br />TYPE OF SPECIMEN California Sample - Natural <br />SOIL DESCRIPTION Coaly sediments <br />and clay 0 <br />TYPE OF TEST Saturated - Consolidated - <br />Undrained <br />15,000 <br />w <br />N <br />-YI 0, 000 <br />N <br />M <br />V <br />L <br />V <br />N <br />Y 5 r DDO <br />L <br />N <br />5.0 10,0 IS <br />Axial Straln ~$) <br />TOTAI. <br />TAN ~ <br />~ 40 <br />COHESION - ksf 1,600 <br />Normal Stress ksf <br />#20,084 <br />TRIAXIAL SHEAR TEST RESULTS <br />CHEN AND ASSOCIATES <br />Consulting Soil and Foundation Engineers <br />20 <br />Fig. 10 <br />