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9.0 <br /> 8.0 <br /> 7.0 Moisture Dry <br /> Sample Boring Depth Content(%) Density <br /> 6.0 <br /> No. No. (FT) Before After (PCF) <br /> 5.0 1 ■ mill tailings 0.00 15.4 14.4 109.9 <br /> 4.0 2 • mill tailings 0.00 15.4 14.3 109.8 <br /> n 3.0 3 A mill tailings 0.00 15.4 14.1 109.8 <br /> Y_ <br /> N <br /> w 2.0 <br /> o: <br /> rn <br /> 1.0 <br /> Y <br /> U) 0.0 Content, <br /> 0 0.1 0.2 0.3 0A 0.5 0.6 LL, W 28 PI, W 8 -200: 77 % 0.0 <br /> HORIZONTAL DEFORMATION(IN.) <br /> Thickness(in): 1.0 Diameter(in): 1.935 <br /> Shearing Rate (in/min): 0.0063 <br /> Peak Large Displacement <br /> 27.5 Normal Shear <br /> Shear <br /> . Sample Stress Stress Stress Displacement <br /> 25.0 No.. (KSF) (KSF) • (KSF) O (IN. ) O <br /> 22.5 1 ■ 2.5 3.89 3.3 0.37 <br /> 20.0 2 • 5 5.56 4.62 0.37 <br /> 17.5 <br /> ' 3 A 9 8.5 7.9 0.37 <br /> 15.0 <br /> 12.5 <br /> Peak (DEG): 35 <br /> N 10.0 -- - -- - <br /> Y 7.5 Large Displacement. (DEG): 36 <br /> N - <br /> tn <br /> W s.o Peak C (PSF): 2080 <br /> � 2.5 - Large Displacement C (PSF): 1320 <br /> to 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 27.5 30.0 <br /> NORMAL STRESS(KSF) <br /> Sample Description: Mill Tailings-Sandy Clay(CL) <br /> Sample Type: Remolded to 95%of 115.5 at 15.5% moisture content. <br /> Remarks: Test was conducted with sample flooded. <br /> Direct Shear Test Results <br /> Project No. DN47709-300 Fig. 2 <br />