Laserfiche WebLink
Sample <br />No. <br />Description <br />Depth <br />(FT) <br />Moisture <br />Content ( %) <br />Dry <br />Density <br />(PCF) <br />Before <br />After <br />1 • <br />Tailings <br />0.00 <br />0.6 <br />31.4 <br />68.6 <br />2 • <br />Tailings <br />0.00 <br />0.6 <br />29.8 <br />68.6 <br />3 • <br />Tailings <br />0.00 <br />0.6 <br />28.4 <br />68.6 <br />Sample <br />No. <br />Normal <br />Stress <br />(KSF) <br />Peak <br />Shear <br />Stress <br />(KSF) • <br />Large Displacement <br />Shear <br />Stress <br />Displacement <br />(KSF) 0 <br />(IN.) 0 <br />1 <br />0.72 <br />0.29 <br />0.24 <br />0.37 <br />2 <br />1.44 <br />0.98 <br />0.98 <br />0.37 <br />3 <br />2.88 <br />2.11 <br />2.06 <br />0.37 <br />4.0 <br />3.0 <br />2.0 <br />3.0 <br />2.5 <br />2.0 <br />1.5 <br />0 0.0 < <br />N 0.0 1 0 2 0 <br />NORMAL STRESS (KSF) <br />Sample Description: Tailings <br />0 01 02 03 0.4 <br />HORIZONTAL DEFORMATION (IN.) <br />30 <br />4.0 <br />THE UNION MILLING COMPANY <br />UNION MILL <br />PROJECT NO. DN45,584 -130 <br />S:VPROJECTS\45500113N45584 .0 0011 3 013. Letters 1L21dn- 45584tailings reduced to 35% fines <br />Clay <br />Content, <br />LL, %: 0 PI, %: 0 -200: 0.0 % 0 <br />Thickness (in): 1.5 Diameter (in): 1.935 <br />Shearing Rate (in /min): 0.019 <br />Peak 4) (DEG): <br />Large Displacement. 4) (DEG): <br />Peak C (PSF): <br />Large Displacement C (PSF): <br />Sample Type: Placed in shear ring with no compaction prior to application of normal stress. <br />Remarks: Silt and clay content reduced 30 percent. <br />35 <br />35 <br />0 <br />0 <br />Direct Shear Test Results <br />Fig. 2 <br />