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<br />TRIAXIAL CONSOLIDATED UNDRAINED <br />Boring 4, sample at ] 0.5 feet <br />3 <br />H <br />d ~ <br />N n <br />m ~ <br />y~2 <br />l0 L <br />d 1-- <br />v <br />1 <br />4 shear stress <br />. Consolidation 4032 psf , <br />0 <br />i ~ i <br />________;_._______l_________~____~~___l_________a__~___~__l______~ <br />pore pressure <br />0 0.5 1 1.5 2 2.5 3 3.5 <br />AXIAL STRAIN <br />4 4.5 <br />5 5.5 6 <br />_J <br />