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7.0 <br /> 6.0 <br /> Moisture Dry <br /> 5.0 — -- - - - Sample Boring Depth Content (%) Density <br /> 1 No. No (FT) Before After (PCF) <br /> 40 1 mill tailings &00 154 198 109.9 <br /> 3 0 - ___ - 2 mill tailings 0,00 15.4 18.3 109.8 <br /> 1z 3 mill tailings 000 15.4 170 109.8 <br /> Y -0 <br /> to <br /> W <br /> ll' <br /> i 0 <br /> Q <br /> _ Clay <br /> W 00 Content, <br /> 0 01 02 03 04 05 0.6 LL, % 28 P1, % 8 -200 77 % <br /> HORIZONTAL DEFORMATION(IN.) <br /> Thickness(m) 1 0 Diameter(in)' 1 935 <br /> Shearing Rate(In/min) 00063 <br /> o Peak Large Displacement <br /> Normal Shear Shear <br /> Sample Stress Stress Stress Displacement <br /> No (KSF) (KSF) 0 (KSF) 0 (IN ) 0 <br /> ts.o -- 1 ■ 2.5 3 14 298 037 <br /> 125 -- - - -_._-- 2 • 5 445 3.96 037 <br /> 3 9 6 17 6.02 0 37 <br /> 100 -- --- -- — <br /> 7 s - — --- Peak (DEG) 25 <br /> LL <br /> 50 Large Displacement. �;DEG): 25 <br /> Peak C (PSF) 2040 <br /> ~ s P <br /> Large Displacement C PSF). 1730 <br /> 9 <br /> = uo <br /> 00 25 50 75 100 125 150 175 200 <br /> NORMAL STRESS(KSF) <br /> Sample Description Mill Tailings- Sand Clay ( CL) <br /> Sample Type. Remolded to 95%of 115.5 at 15.5% moisture content <br /> Remarks. Test was conducted on a flooded sample. <br /> Direct Shear Test Results <br /> Project No DN47709-300 i-,,g <br />