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9 Total Effective <br /> C, ksf 0.39 0.21 <br /> deg 11.6 25.1 <br /> Tan 0.20 0.47 <br /> 1111 -4 <br /> vi <br /> a� <br /> � N 6 <br /> Y <br /> (U <br /> C (n <br /> (6 N <br /> C <br /> N <br /> U) 3 <br /> in <br /> c <br /> 0 0 <br /> a 0 3 6 9 12 15 18 <br /> in <br /> W Total Normal Stress, ksf <br /> Effective Normal Stress, ksf --- <br /> a <br /> a� <br /> U <br /> U <br /> � 6 <br /> a Sample No. 1 2 3 <br /> ch Water Content, % 21.6 21.6 21.6 <br /> iL 5 Dry Density, pcf 94.7 94.6 94.8 <br /> 3 Saturation, % 74.8 74.7 75.1 <br /> v� E Void Ratio 0.7808 0.7818 0.7772 <br /> n 4 Diameter, in. 2.42 2.42 2.42 <br /> Y <br /> �i Height, in. 5.00 5.00 4.99 <br /> 2 Water Content, % 28.6 25.4 24.6 <br /> U) 3 Dry Density, pcf 95.1 99.9 101.3 <br /> a Saturation, % 100.0 100.0 100.0 <br /> ~ Void Ratio 0.7733 0.6867 0.6645 <br /> C: o 2 Q Diameter, in. 2.41 2.37 2.37 <br /> W 1 1 Height, in. 4.99 4.91 4.88 <br /> cn <br /> Strain rate, %/min. 0.04 0.04 0.04 <br /> 1 Eff. Cell Pressure, psi 14.00 28.04 56.39 <br /> CL <br /> Fail. Stress, ksf 1.67 3.47 4.85 <br /> co <br /> Excess Pore Pr., ksf 1.20 2.41 5.17 <br /> 0 IM <br /> 3 0 10 20 30 40 Strain, % 18.2 17.9 17.9 <br /> T Ult. Stress, ksf <br /> Axial Strain, % <br /> Excess Pore Pr., ksf <br /> Strain, % <br /> =3 6, Failure, ksf 2.48 5.10 7.79 <br /> a) Type of Test: 6, Failure, ksf 0.81 1.63 2.95 <br /> CU with Pore Pressures <br /> a) Sample Type: Remolded 95%MDD Client: Deere and Ault <br /> 0 Description: <br /> C- Project: Ft. Lupton Gravel Pit <br /> cn <br /> C 201-00300 <br /> a) <br /> Assumed Specific Gravity= 2.7 Location: Bulk <br /> n Remarks: Failure tangents drawn at <br /> approximately 18%strain. Proj. No.: DV108-214.03 Date Sampled: 7/29/10 <br /> N Knight Piesold <br /> U <br /> Fig. C O N S U L. T I N 0 <br /> Tested By: rsh Checked By: jdb <br />