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9000 Results <br /> C, psf 0 4- <br /> degI <br /> 38.2 <br /> Tan 0.79 <br /> a� <br /> T i � <br /> c 6000 <br /> c0 <br /> Q <br /> c ui <br /> 00 <br /> ILL <br /> a) <br /> c <br /> � w <br /> c 3000 <br /> � I I <br /> c <br /> 0 I <br /> 0 <br /> 0 0 3000 6000 9000 12000 15000 18000 <br /> c <br /> ° Normal Stress, psf <br /> a <br /> a� <br /> U <br /> U <br /> ca <br /> 23 9000 <br /> o Specimen No. 1 2 3 <br /> °) <br /> 3 Water Content, % 3.0 3.0 3.0 <br /> 7500 I D Densit cf 78.0 78.0 78.0 <br /> i ry Y, p <br /> °' m Saturation, % 7.0 7.0 7.0 <br /> 'c <br /> Y N 6000 ` Void Ratio 1.1610 1.1610 1.1610 <br /> ai Side Length, in. 8.00 8.00 8.00 <br /> N Hei ht, in. 4.50 4.50 4.50 <br /> 4500 Water Content, % 27.2 26.9 21.2 <br /> -Fz@ 2 Dry Density, pcf 97.2 97.6 107.3 <br /> c � <br /> W U) 3000 Saturation, % 100.0 100.0 100.0 <br /> a Q Void Ratio 0.7336 0.7274 0.5710 <br /> ° Side Length, in. 8.00 8.00 8.00 <br /> a <br /> m 1500 Hei ht, in. 3.61 3.60 3.27 <br /> Normal Stress, psf 2500 5000 10000 <br /> o Fail. Stress, psf 2243 3672 7936 <br /> 0 5 10 15 20 Strain, % 15.1 14.8 14.9 <br /> ° Strain, % Ult. Stress, psf <br /> Strain, % <br /> m Strain rate, in./min. 0.01 0.01 0.01 <br /> -°a Sample Type: Tamped loose into box Client: NewFields <br /> o Description: Ore Blend 2 W/Combined Tailings: <br /> CL <br /> 90:10 blend. Project: CC&V-Stage 2B Tailings Management Study <br /> o NF#475-0106-009 <br /> Assumed Specific Gravity=2.7 Location: Ore Blend 2 W/Combined Tailings <br /> a� <br /> a Remarks: Failure chosen at 15%strain with C=O. <br /> Particles larger than 3/4" were removed and Proj. No.: DV108-00305/05 Date Sampled: 1 1/15/16 <br /> replaced with finer gravel prior to test. Test was ig# <br /> inundated. Gap=0.4" Knt Piesold <br /> Figure ONS J LTING <br /> Tested By: JDH Checked By: JDB <br />