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-0.015 9000 Fail. Ult. <br /> C,psf 769 769 <br /> -0.01 0,deg 23.9 8.4 <br /> vi Tan( ) 0.44 0.15 <br /> a> <br /> ' = I <br /> C -0.005 �( 6000 <br /> CO Diaeon <br /> c E N <br /> a� <br /> 0 1 a a <br /> � w vi <br /> N (D <br /> � f[S Consol N � <br /> i <br /> U <br /> y 0.005 3000 <br /> C > (0 <br /> LL <br /> 0.01 <br /> rn 2 <br /> C <br /> Q 3 <br /> N 0.015 0 <br /> 0 0 5.5 11 16.5 22 0 3000 6000 9000 <br /> Normal Stress,psf <br /> w Strain,% <br /> .. <br /> a <br /> a� <br /> U <br /> U <br /> CO 6000 <br /> 2 Specimen No. 1 2 3 <br /> 0 <br /> Water Content,% 16.4 15.7 19.4 <br /> n= 5000 Dry Density, pcf 114.1 113.6 104.3 <br /> rn 5 Saturation, % 92.4 87.5 84.8 <br /> Y 4000 Void Ratio 0.4778 0.4834 0.6163 <br /> C- Diameter, in. 2.37 2.40 2.41 <br /> c a Height, in. 0.99 1.00 0.99 <br /> 3000 Water Content, % 16.4 16.5 21.3 <br /> 0 Dry Density, pcf 116.8 116.5 107.0 <br /> N <br /> U) 2000 Saturation, % 100.0 100.0 100.0 <br /> m 2 Q Void Ratio 0.4428 0.4462 0.5749 <br /> 0 3 Diameter, in. 2.37 2.40 2.41 <br /> L <br /> loon t Height, in. 0.96 0.97 0.97 <br /> Normal Stress, psf 3019 4451 5887 <br /> 005 T1 Fail. Stress, psf 2028 2903 3300 <br /> 0 10 20 30 4o Strain, % 3.4 2.3 3.3 <br /> P Strain,% Ult. Stress, psf 1077 1695 1499 <br /> 73 Strain, % 20.0 20.0 20.0 <br /> Cr Strain rate,%/min. 00042 00040 00040 <br /> L <br /> a) Sample Type:Intact Client:Deere&Ault <br /> o Description: <br /> Q- Project: Cannon Lands <br /> o D&A#0201-041-00 <br /> NJ Assumed Specific Gravity=2.7 Sample Number: B-15-1 Depth: 50.9-51.5' <br /> a) <br /> a Remarks:Failure chosen at peak shear stress and <br /> a� 15%strain.Test was inundated. <br /> � Proj. No.: DV108-00214/13 Date Sampled:7/29/20 <br /> Knight Piesold <br /> =j Figure C O N S U L T I N G <br /> Tested By:JStaley Checked By: JBruce <br />