Laserfiche WebLink
18 <br /> 12 <br /> vi <br /> a> <br /> L <br /> L <br /> L <br /> U) 6 <br /> 0 <br /> 0 6 12 18 24 30 36 <br /> Total Normal Stress, ksf <br /> Effective Normal Stress, ksf - - - <br /> 30 Sample No. 1 2 3 <br /> Water Content, % 23.3 21.5 15.9 <br /> 25 Dry Density, pcf 67.0 78.2 108.9 <br /> Saturation, % 41.6 50.3 78.6 <br /> Void Ratio 1.5139 1.1566 0.5473 <br /> Y 20 Diameter, in. 2.95 2.95 2.96 <br /> Height, in. 5.75 5.70 5.98 <br /> Water Content, % 49.3 41.0 19.5 <br /> cn 15 Dry Density, pcf 72.3 80.0 110.5 <br /> Saturation, % 100.0 100.0 100.0 <br /> `6 Void Ratio 1.3320 1.1058 0.5256 <br /> 0 10 3 Q Diameter, in. 2.87 2.92 2.95 <br /> 2 Height, in. 5.61 5.66 5.95 <br /> Strain rate, %/min. 0.03 0.03 0.03 <br /> 5 Eff. Cell Pressure, psi 27.80 55.60 111.10 <br /> Fail. Stress, ksf 13.3 11.1 15.2 <br /> o Excess Pore Pr., ksf 3.0 5.0 7.1 <br /> 0 5 10 15 20 Strain, % 2.9 2.5 12.1 <br /> Ult. Stress, ksf <br /> Axial Strain, % Excess Pore Pr., ksf <br /> Strain, % <br /> Type of Test: 6, Failure, ksf 14.3 14.1 24.1 <br /> CU with Pore Pressures 63 Failure, ksf 1.0 3.0 9.9 <br /> Sample Type: Core Client: Deere &Ault <br /> Description: PENDING <br /> Project:'Everist Tunnel Investigation <br /> Assumed Specific Gravity= 2.7 Location: TH-306 <br /> Remarks: No failure tangents selected. circles Depth: 41.6-43.6' <br /> plotted at peak principal stress ratio. Proj. No.: 108-214.2 Date Sampled: 1/30/09 <br /> Knight Piesord <br /> Fig. 4C © N S J L T I N G <br /> Tested By: jdb Checked By: spb <br />