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<br />TRIAXIAL CONSOLIDATED UNDRAINED <br />goring 4, sample at 10.5 feet <br />7 <br />6 <br />5 <br />to <br />d b <br />yv4 <br />m ~ <br />w <br />~ o <br />5Y F 3 <br />2 <br />1 <br />shear stress <br />- ---r-------~------~-------~-------~-------;-------~-------•-------r-------r------r-------r-------r------•------ <br />_____~ r- ~ ~ ~ ~ ~ _ r_______r_______r_ <br />i <br />i ~ ~ ~ ~ <br />-;-------`------`-------`-------~-------`-°----`------`------`-------`-------`------- Pore pressure ---- <br />Consolidation 6048 ps~ ~ ~ ~ , <br />0 <br />0 <br />1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 <br />% AXIAL STRAIN <br />r~ <br />u <br />