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_.a <br /> 6000 <br /> Fail Ult. <br /> C'psf03 490 <br /> Tang 0.65 <br /> p <br /> de <br /> 0, <br /> ui �C 4000 <br /> (. <br /> - .� • <br /> M Q � <br /> CJ' Uj fn 2000 <br /> m - <br /> Z) LL - �. <br /> c 0 <br /> p 0 2000 4000 6000 8000 10000 12000 <br /> Q.. <br /> Normal Stress,psf <br /> 0 <br /> c <br /> a <br /> v 6000 <br /> Specimen No. 1 2 3 <br /> Water Content,% 4.0 4.0 4.0 <br /> _._ <br /> a 5000 _ Dry Density, pcf 110.0 110.0 110.0 <br /> Saturation, % 20.3 20.3 20.3 <br /> a000 Void Ratio 0.5323 0.5323 0.5323 <br /> Side Length, in. 12.00 12.00 12.00 <br /> -- s Hei ht in. 5.00 5.00 5.00 <br /> 3000 Water Content,% 4.0 4.0 4.0 <br /> Dry Density, pcf 110.0 110.0 110.0 <br /> o2000 2 Saturation, % 20.3 20.3 20.3 <br /> _ ¢ Void Ratio 0.5323 0.5323 0.5323 <br /> Side Length, in. 12.00 12.00 12.00 <br /> a loon t Height, in. 5.00 5.00 5.00 p <br /> - �g --- - Normal Stress, psf 1000 2000 4000 <br /> 0 - Fail. Stress, psf 1337 2291 3359 <br /> 0 5 10 15 20 Strain,% 5.2 6.7 13.3 i <br /> i <br /> Strain,% Ult. Stress, psf 1126 2002 3275 <br /> ;v Strain, % 14.9 15.1 15.0 <br /> Strain rate, in./min. 0.02 0.02 0.02 <br /> (D E <br /> Sample Type:remolded Client:WesTest <br /> o Description: <br /> a SAND,with gravel Project:WesTest#4405 <br /> o Location:Combination of Borings 7&10 <br /> f <br /> u Assumed Specific Gravity= 2.7 Sample Number:44052 <br /> Q Remarks:Remolding parameters provided by fi <br /> E <br /> client.Failure tangents drawn at peak shear Proj. NO.: DV108-198/04 Date Sampled: 2/17/15 <br /> stress and 15%strain.Test was not inundated. Knight <br /> Pile..Sold <br /> 0 11Figure tJNStJLTING <br />