Laserfiche WebLink
9000 Results - <br /> C, psf 0 - <br /> �, deg 40.1 <br /> I <br /> ai Tan 0.84 - <br /> N it <br /> c 6000 <br /> a <br /> 1- <br /> � ' I <br /> II <br /> (n ILL <br /> 3000 <br /> I I <br /> I � <br /> ° <br /> Q I I I <br /> O I <br /> ° 0 3000 6000 9000 12000 15000 18000 <br /> c <br /> ° Normal Stress, psf <br /> a <br /> a� <br /> U <br /> U <br /> N <br /> o s000 1 1Specimen No. 1 2 3 <br /> cn I 3 <br /> Water Content, % 3.3 3.3 3.3 <br /> 7500 Dry Density, pcf 79.0 79.0 79.0 <br /> Saturation, % 7.8 7.9 7.9 <br /> Y 6000 Void Ratio 1.1343 1.1343 1.1343 <br /> a Side Length, in. 8.00 8.00 8.00 <br /> .� Height, in. 4.50 4.50 4.50 <br /> 4500 2 Water Content, % 32.3 26.3 23.7 <br /> Dry Density, pcf 90.1 98.5 102.8 <br /> 3000 a) Saturation, % 100.0 100.0 100.0 <br /> 1 It Q Void Ratio 0.8709 0.7106 0.6389 <br /> ° Side Length, in. 8.00 8.00 8.00 <br /> 0 <br /> 1500 Hei ht, in. 3.94 3.61 3.46 <br /> Normal Stress, psf 2500 5000 10000 <br /> o Fail. Stress, psf 2529 4136 8345 <br /> 0 5 10 15 20 Strain, % 15.0 15.0 15.0 <br /> a) Strain, % Ult. Stress, psf <br /> L <br /> Strain, % <br /> mStrain rate, in./min. 0.01 0.01 0.01 <br /> Sample Type: Tamped loose into box Client: NewFields <br /> Description: poorly graded gravel with clay and <br /> U sand Project: CC&V-Stage 2B Tailings Management Study <br /> o LL= 47 PL= 19 P1= 28 NF#475-0106-009 <br /> -o Assumed Specific Gravity=2.7 Location: Ore Blend 2 <br /> (1) <br /> a Remarks: Failure chosen at 15%strain with C=O. <br /> Particles larger than 3/4"were removed and Proj. No.: DV 108-00305/OS Date Sampled: 10/7/16 <br /> i replaced with finer gravel prior to test. Test was • <br /> inundated. Gap=0.4" Knl ht PhIold <br /> U Figure CONS i LTINC <br /> Tested By: JDH Checked By: JDB <br />