Laserfiche WebLink
Applied <br />Load <br />(psi) <br />Equivalent <br />Ore Height <br />(ft) <br />_ Equivalent . <br />Ore Height <br />(m) <br />Sample <br />Height <br />(inches) <br />Strain <br />(%) <br />Unit <br />Weight <br />(pcf) <br />0.1 <br />0 <br />0 <br />11.615 <br />0.0% <br />95.0 <br />27.0 <br />41 <br />12 <br />11.572 <br />0.4% <br />95.4 <br />54 0 <br />82 <br />25 <br />11.413 <br />1.7% <br />96.7 <br />108.0 <br />164 <br />50 <br />11.218 <br />3 4% <br />98.4 <br />216.0 <br />327 <br />100 <br />10.880 <br />6.3% <br />101.5 <br />432.0 <br />655 <br />200 <br />10.463 <br />9.9% <br />105.5 <br />Compression Leach Testing <br />Deformation vs. Load <br />Project: CC &VITECHNTCAL SUPPORT /CO <br />Project Number: 998 -2075 <br />Date: FEBRUARY 15 -22, 2000 <br />Sample: -2 inch Cresson Ore <br />Printed on: 2/22/00 <br />Initial Conditions: <br />Height of Sample = 11.615 inches <br />Diameter of Sample = 11.91 inches <br />Area of Sample = 0.77 sq -ft. <br />Volume of Sample = 0.75 cu. -ft. <br />Volume of Sample = 21190.9 cc <br />Wet Weight of Sample = 32272.8 grams <br />Moisture Content = 0.0%. <br />Dry Weight of Sample = 32272.8 grams <br />Specific Gravity = 2.58 <br />Wet Density = 1.52 g/cc <br />Dry Density = 1.52 g/cc <br />Wet Density = <br />Dry Density = <br />95.03 <br />95.03 <br />TABLE 3 <br />lbs/sf -ft. <br />lbs/sf -ft. <br />Note: The load shown as 0.1 psi is in reality 0 psi, but for graphing purposes <br />is reported as 0.1 psi. <br />Page 1 of 1 -2 cresson ore.XLS <br />