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• <br /> <br /> <br />IO <br />~- <br />b <br />m <br />S <br />h <br />`o <br />m <br />m <br />O <br />r ~ <br />,5 <br />2 <br /> <br />.5 <br />i <br />1.5 <br />0 <br />n n.5 7 7.5 2 7.5 A 3.5 ~ <br />Anal SVain (%) <br />eviator Stress vs. Axial Strain <br />5 <br />n <br />o` <br />m. <br />a° <br />c <br />m <br />m <br />1.5 <br />0' <br />L5 <br />.t <br />.5 <br />n <br />i <br />!.5 <br />2 <br />L5 <br />1 <br />n <br />m <br />S <br />N <br />m <br />o. <br />u <br />c <br />Prir <br />1 7.5 'L 2.D J <br />Anal SVain (%) <br />'~SS J.Z1t10 V5. AXlal Slydtn <br />3 <br />2.5 <br />2 <br />1.5 <br />t <br />0.5 <br />n <br />c <br />0 0.5 1 1.5 2 2.5 3 3.5 4 <br />Axial SVain (%) <br />hange in Pore Pressure vs. Axial Strain <br />Stage No. <br /> <br />L.oca[ion/Description 627 ®l4 feet/Mancos Shale <br />Height in. 3.849 <br />Diameter in. 1.928 <br />Water Content ~i 15.6 <br />Dry Density pcf 114 <br />al -a~ ksf 2.20 <br />o~ ksf 1.86 <br />a, ksf 4.06 <br /> <br />5002 <br />60 2655 <br />2 <br />.5 <br />l <br />.5 <br />0 0.5 1 1.5 2 2.5 3 3.5 4 <br />Compressive SVess (ksf) <br />CONSOLIDATED, UNDRAINED TRIAXIAL Fig. 4 <br />SHEAR TEST RESULTS <br />1 1.5 2 25 3 <br />c <br />N <br />YNN_ <br />0 <br />s <br />N <br />m <br />L <br />N <br />