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I• <br />6 <br />4 <br />N <br />Yyy <br />nN <br />G <br />LL <br />2 <br />0 <br />Normal Stress, ksf <br /> <br /> <br />Y <br />iv <br />rn <br />`m <br />L <br />Results <br />C, ksf <br />~, deg 0.04 <br />32.8 <br />Tan 0.64 <br /> <br /> <br /> <br /> <br /> <br />n ~ ~ c o ~ n ~~ <br />Sample Type: Liner <br />Description: <br />LL= 48 PL= 23 PI= 25 <br />Assumed Specific Gravity= 2.65 <br />Remarks: Liner consisted of 2 distinct materi <br />types. Stress strain curve of point 3 may <br />substantiate that. Failure tangent drawn for <br />pts 1 &2 @ 18% strain. <br />Sample No. 1 2 3 <br /> Water Content, % 24.8 24.8 24.8 <br /> Dry Density, pcf 91.9 91.6 91.0 <br />16 Saturation, % 82.2 81.6 80.5 <br />= Void Ratio 0.8008 0.8068 0.8180 <br /> Diameter, in. 1.92 1.93 1.93 <br /> Water Content, % 28.9 28.4 29.1 <br /> Dry Density, pcf 93.7 94.4 93.4 <br /> Saturation, % 100.0 100.0 99.9 <br /> <br /> Void Ratio 0.7663 0.7518 0.7708 <br /> Diameter, in. 1.92 1.93 1.93 <br /> Height in. 0.97 0.99 0.98 <br />Normal Stress, ksf 1.00 2.00 4.00 <br />Fail. Stress, ksf 0.69 1.33 3.13 <br />SVain, % 18.0 18.1 18.0 <br />Ult. Stress, ksf <br />Strain, <br />Strain rate, %/min. 0.10 0.10 0.10 <br />Client: Shannon & Wilson, Inc. <br />Project: ColoWyo Mine <br />Location: LW-1 <br />Sample Number: S-2 Depth: 9.0-10.0' <br />Proi. No.: DV108-60/20 Date: 1/26/06 <br />night ~ieso <br />Tested By: <br />Checked By: <br />FIG. B-5 <br />Strain, <br />