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HEN AND ASSOCIATE~i <br />Consulting Soil and Foundation Engineers <br />TEST NUMBER 1 2 3 4 <br />SAMPLE ;10. 1 1 1 <br />HEIGHT-INCH .475 .475 .475 <br />CIAMETER-INCH 1.940 1.940 1.940 <br />VATER CONTENT - $ 8.2 7.7 8.5 <br />DRY DENSITY - pcf 105.8 106.1 105.6 <br />CONSOL. LOAD - ksf <br />NORMAL LOAD - ksf 2.16 4.32 6.48 <br />SHEAR STRESS - ksf 1.59 3.12 5.86 <br />TYPE OF SPECIMEN Remolded a[ )0$ relative <br />dens i I:y. <br />SOIL DESCRIPTION Tailirios <br />TYPE OF TEST Saturated. <br />consolidated, <br />undrained <br />6 <br />w <br />Y 4 <br />N <br />M <br />d <br />L <br />N <br />q 2 <br />u <br />L <br />VI <br />n <br />6. <br />w <br />N <br />Y <br /> <br />N <br />'" 4 <br />u <br />.. <br />m <br />v <br />L <br />N <br />2. <br /> <br /> <br /> <br /> <br />0 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />0 <br /> <br /> <br /> <br /> <br /> <br /> <br />0 . 1 .2 <br />Horizontal Displacement <br />(Inches) <br />TAN 0 •85 <br />~ 40.5° <br />COHESION - ksf 0 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />2 4 6 <br />Normal Stress - ksf <br />25,126 nIRF('T SHEAR TEST RESULTS ~ i~. 3 <br />