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<br />Shear Stress vs. Strain -a Psi <br />- 8 psi <br />8 - 16 psi <br />.y <br />a 6 <br />N <br />H <br />d <br />h 4 <br />m <br />L <br />d 2 <br />.C <br />0% 10% 20% 30% <br />Strain, <br /> <br />• <br />Excess Pore Pressure vs. Strain <br />'y 12 <br />a <br />ai 10 <br />L <br />h o <br />h O <br />o: -4 psi <br />6 - 8 psi <br />p: 4 -16 psi <br />h <br />N 2 <br />G <br />K <br />W O <br />0% 10% 20% 30% <br />Strain, <br />Golder Associates, Inc. <br />Denver, Colorado <br />Short Title: <br />MONTGOMERY WATSON <br />ile Yo. Depth Reviewed: <br />[ Flume Borrow GE <br />CU TRIAXIAL SHEAR DATA <br />STRESS AND d PORE PRESSURE PLOTS <br />SEP"C. 2000 <br />111-I <br />21 <br />