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J <br />Project Name: oak Ridge slope sabi~ity <br />Sample Source; rsz~e~e »s ,ois <br />$OII StrUCtU re: Undisturbed California Barrel Sample <br />Type of Shear Machine: soil,es, Model sags <br />Sample Description: clay, Sandy, gravelly, few cobbles, stiff, <br />moist, red-brown, (CL) <br /> <br /> <br /> <br /> <br />Angle of Internal Friction: z9 degrees <br />Cohesion: ,.os p. s.i. <br />~ <br />- <br />12 - <br /> <br /> - - - - - - - <br /> <br />.~ <br />" 10 - - - - - - - - - - - - - - <br /> <br /> - <br />~ _ _ _ <br /> <br /> <br />u~ <br /> - - <br />~. - <br />- <br />~ 6 E _ - - <br />~ - <br /> - - <br />~ - <br /> - - <br />4 <br /> <br /> <br /> <br /> <br /> <br /> <br />2 4 6 8 10 12 "14 <br />Normal Stress (psi) <br /> Project No : D99009GE <br />~1Mml~ri-1 Ft111 11~SSL1Cj~l~P3 Date: July 20, 1999 <br /> Figure. 2 <br />Summary of Test Results <br /> Moisture <br />Content Wet Unit <br />Weight Dry Unit <br />Weight <br />Thickness <br />Diameter <br />Initial 16.4 121.5 104.3 2.000 2.000 <br />Final 18.8 137.5 115.7 1.805 2.000 <br />