Laserfiche WebLink
-0.012 1 1 1 1 1 1 1 9000 Fail. Ult. <br /> C,psf 0 0 <br /> -0.008 �,deg 36.0 30.0 <br /> 2 Tan( ) 0.73 0.58 <br /> vi <br /> 21 <br /> m <br /> 0 -0.004 6000 <br /> Dilation <br /> C E A 3 <br /> j 0 0- a Q <br /> Cr m <br /> fA <br /> y _CZConsulCO <br /> y a)U `� i <br /> CO E 0.004 3000 <br /> C > rV <br /> T <br /> 0.008 <br /> c <br /> 0 <br /> 0 <br /> N 0.012 0 <br /> 0 0 5.5 11 16.5 22 0 3000 6000 9000 <br /> Normal Stress,psf <br /> � Strain,% <br /> O <br /> o_ <br /> W <br /> 0 <br /> 0 <br /> Cz 6000 <br /> v 1 1 1 1 1 Specimen No. 1 2 3 <br /> 0 <br /> CO Water Content, % 23.2 22.2 20.1 <br /> o_ 500o Dry Density, pcf 99.2 100.9 106.1 <br /> rn 5 Saturation,% 89.8 89.5 92.0 <br /> Y 4000 -S Void Ratio 0.6987 0.6698 0.5884 <br /> Q 3 Diameter, in. 1.93 1.93 1.93 <br /> c m Hei ht in. 1.00 1.00 1.00 <br /> 3000 2 Water Content,% 22.9 21.9 19.0 <br /> 0 ca <br /> aa) Dry Density, pcf 104.2 106.0 111.5 <br /> U) 2000 cD Saturation,% 100.0 100.0 100.0 <br /> m t Q Void Ratio 0.6172 0.5901 0.5122 <br /> w <br /> 0 Diameter, in. 1.93 1.93 1.93 <br /> L <br /> o- 1000 <br /> c� Hei ht in. 0.95 0.95 0.95 <br /> Normal Stress, psf 3250 4875 6500 <br /> o Fail. Stress, psf 2458 3295 4851 <br /> 0 10 20 30 40 Strain, % 4.1 4.4 4.7 <br /> P Strain,% Ult. Stress, psf 1630 3024 3710 <br /> 5 Strain,% 19.9 19.9 19.9 <br /> Cr <br /> Strain rate,%/min. 0.05 0.05 0.05 <br /> a Sample Type:Intact Client: Deere&Ault <br /> Description: <br /> °- Project: Cannon Lands <br /> o D&A#0201-04 1-00 <br /> a� <br /> Assumed Specific Gravity=2.7 Sample Number:B-18-1 Depth: 56.8-57.2' <br /> Q Remarks:Failure chosen at peak shear stress and <br /> 20%strain and C=O.Test was inundated. <br /> � Proj. No.: DV 108-00214/13 Date Sampled: <br /> N Knight Pidsold <br /> 0 Figure C O N 5 U L T I N G <br /> Tested By:JStaley Checked By:JBruce <br />