Laserfiche WebLink
s.a <br /> so <br /> 7.. Moisture Dry <br /> Sample Boring Depth Content(%) Density <br /> b.0 <br /> No. No. (FT) Before After (PCF) <br /> 5° 1 t' 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 /> E 3.0 3 mill tailings 0.00 15.4 14.1 109.8 <br /> Y_ <br /> rA <br /> w 2-0 <br /> F <br /> N <br /> 1.0 <br /> v=i 0_0 Clay <br /> Content, <br /> 0 0.1 0.2 0.3 04 0.5 0-6 LL, %: 28 Pl, %: 8 -200: 77 % 0.0 <br /> HORIZONTAL DEFORMATION(IN.) <br /> Thickness(in): 1.0 Diameter(in): 1.935 <br /> Shearing Rate (inlmin): 0,0063 <br /> Peak Lame Displacement <br /> 30.0 Normal Shear <br /> Shear <br /> 27.5 Sample Stress Stress Stress Displacement <br /> 25.0 No- (ItSF) (KSF) • (KSF) O (IN. ] 0 <br /> 22.5 1 ■ 2.5 3.89 3.3 0.37 <br /> 200 <br /> ...._...._5 5.58 4.62 - 0.31 <br /> 20 <br /> 17 5 <br /> 3 ■ 9 8.5 7.9 0.37 <br /> 150 <br /> 12.5 - <br /> Peak (DEG): 35 <br /> Y Large Displacement. (DEG): 36 <br /> ov'c 5.v Peak C (PSF'): 2080 <br /> 2.5 Large Displacement C (PSF) 1320 <br /> w <br /> 0.0 <br /> N 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 />