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7.0 <br /> 6.0 <br /> Moisture Dry <br /> 5,0 Sample Baring Depth Content(%) Density <br /> 4.0 No. No. (FT) Before After (PCF) <br /> 1 mill tailings 0.00 15A 19.8 109.9 <br /> 3.0 _ 2 mill tailings 0.00 15A 18.3 109.8 <br /> N 3 mill tailings 0.00 15.4 17.0 109-8 <br /> Y 2.0 <br /> N <br /> N <br /> w <br /> r4' <br /> h 1.0 <br /> a <br /> w <br /> Clay <br /> N 0.0 Content, <br /> 0 01 0.2 0.3 0.4 0.5 0.6 LL, %: 28 Pl, V 8 -200: 77 % <br /> HORIZONTAL DEFORMATION(K) <br /> Thickness (in): 1.0 Diameter(in): 1.935 <br /> Shearing Rate(in/min): 0-0063 <br /> 20.0 Peak Large Displacement <br /> Normal Shear Shear <br /> Sample Stress Stress Stress Displacement <br /> 17.5 - - - - No, (KSF) (KSF) ■ (KSF) Q (IN. } O <br /> 15.0 --- - -- 1 I~ 2.5 3.14 2.98 0.37 <br /> 12.5 2 «.-- 5- -. 4.45 3.96 _ 0.37 I <br /> 3 ■ 9 6-17 6.02 0.37 <br /> S -- Peak (DEG): 25 <br /> LL <br /> N 5 v Large Displacement. [DEG}: 25 <br /> N <br /> a Peak C (PSF): 2040 <br /> 25 -- - <br /> a �+ Large Displacement C {PSF}: 1730- <br /> x 0.0 <br /> N 0.0 2.5 so 7 s 10.0 12.5 15 0 17.5 20.0 <br /> NORMAL STRESS(KSF) <br /> Sample Description: M01 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 Fig- 1 <br />