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90 Total Effective - <br /> C, psi 0 0 <br /> I <br /> de 16.0 36.4 <br /> Tan 0.29 0.74 <br /> Ui - <br /> 60 - <br /> cz fl <br /> C Vi <br /> cz U) <br /> N 00 -- - - <br /> � <br /> N CO <br /> 30 <br /> c <br /> O 0 <br /> O 0 30 60 90 120 150 180 <br /> O <br /> o Total Normal Stress, psi <br /> Effective Normal Stress, psi <br /> a <br /> U <br /> U <br /> (d <br /> -a 90 Specimen No. 1 2 3 <br /> Water Content, % 14.4 14.4 14.4 <br /> a 75 Dry Density, pcf 103.2 104.1 103.7 <br /> Saturation, % 61.5 62.8 62.3 <br /> 2 .E Void Ratio 0.6326 0.6190 0.6247 <br /> Y Q 60 ' s Diameter, in. 2.41 2.39 2.40 <br /> Height, in. 4.97 4.99 4.99 <br /> Water Content,% 21.5 20.7 19.9 <br /> tO 45 Dry Density, pcf 106.6 108.0 109.6 <br /> Saturation,% 100.0 100.0 100.0 <br /> ro <br /> Void Ratio 0.5812 0.5601 0.5378 <br /> 0 30 ¢2 Diameter, in. 2.38 2.36 2.36 <br /> Height, in. 4.91 4.93 4.90 <br /> Strain rate, in./min. 0.03 0.03 0.03 <br /> a 15 1 Eff. Cell Pressure, psi 19.6 39.8 80.1 <br /> Fail. Stress, psi 15.9 29.5 61.2 <br /> 0 Excess Pore Pr., psi 14.9 29.1 59.3 <br /> 3 <br /> 0 10 20 30 40 Strain, % 14.9 14.9 15.0 <br /> Ult. Stress, psi <br /> Axial Strain,% Excess Pore Pr., psi <br /> m Strain, % <br /> 61 Failure, psi 20.6 40.2 82.1 <br /> Type of Test: 63 Failure, psi 4.7 10.7 20.8 <br /> CU with Pore Pressures <br /> a) Sample Type:Remolded Client:NewFields <br /> o Description: <br /> C- Project: CC&V-Stage 2B Tailings Management Study <br /> o LL= 22 PL= 19 PI- 3 NF#475-0106-009 <br /> 2Assumed Specific Gravity= 2.7 Location:Combined Tailings <br /> a Remarks: Failure chosen at 15% strain. No Sample Number: CU <br /> cohesion intercept. Proj. No.: DV 108-00305/05 Date Sampled: 10/14/16 <br /> 0 Kni ht Pieeold <br /> 0 Figure � CONSULTING <br /> Tested By:JHK Checked By:JDB <br />