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1 <br />CLIENT SRK <br />' BORING NO. <br /> DEPTH <br />' SAMPLE NO. <br />SOIL DESCR. <br /> TEST TYPE <br /> CONF. PRES. PSF <br /> <br /> Init. Ht. (in) <br /> Conaol. Ht. (in) <br />t Back Pres. PSI <br />1 <br />1 <br />1 <br />t <br />1 <br />1 <br /> <br /> <br />1 <br />1 <br />~] <br /> <br />Axial Axial Delta <br />Load Load Ht. <br />Lbe. PSF In. <br />0.0 0 0.00 <br />40.0 2209 0.03 <br />68.0 3756 0.05 <br />74.0 4087 0.08 <br />79.0 4363 0.10 <br />85.0 4695 0.13 <br />90.0 4971 0.15 <br />97.0 5357 0.18 <br />102.5 5661 0.20 <br />116.0 6407 0.25 <br />129.0 7125 0.30 <br />139.5 7705 0.35 <br />160.0 8837 0.40 <br />175.0 9665 0.45 <br />188.0 10383 0.50 <br />200.5 11074 0.55 <br />210.0 11598 0.60 <br />217.0 11985 0.65 <br />225.0 12427 0.70 <br />231.5 12786 0.75 <br />TRIAXIAL COMPRESSION TEST DATA <br />JOB NO. 2030-10 <br />Tailings SAMPLED <br />Bulk TEST STARTED <br />B TEST FINISHED <br />Proj / 14719 SETUP NO. <br />TX/CUpp SATURATED TEST <br />6480 AT FIELD MOIST. <br />06/05/93 CJW <br />06/08/93 CJW <br />14S <br />Yes <br />No <br />4.000 Init. Area (sq in) 2.950 <br />3.868 Consol. Area (sq in) 2.607 <br />38.2 Strain Rate (in/min) 0.008 <br />Axial Area <br />8 Final <br />Strain Sq In <br />0.00 2.607 <br />0.65 2.624 <br />1.29 2.641 <br />1.94 2.659 <br />2.59 2.676 <br />3.23 2.694 <br />3.88 2.712 <br />4.52 2.731 <br />5.17 2.749 <br />6.46 2.787 <br />7.76 2.826 <br />9.05 2.867 <br />10.34 2.908 <br />11.63 2.951 <br />12.93 2.994 <br />14.22 3.039 <br />15.51 3.086 <br />16.80 3.134 <br />18.10 3.183 <br />19.39 3.234 <br />Dev. <br />Stress <br />PSF <br />0 <br />2195 <br />3707 <br />4008 <br />4250 <br />4543 <br />4778 <br />5115 <br />5368 <br />5993 <br />6572 <br />7007 <br />7423 <br />8541 <br />9041 <br />9499 <br />9794 <br />9971 <br />10178 <br />10307 <br />Pore Delta <br />Pres. Pres. <br />PSI PSF <br />38.2 0 <br />46.2 1152 <br />58.9 2981 <br />64.2 3744 <br />66.8 4118 <br />68.3 4334 <br />68.4 4349 <br />68.5 4363 <br />68.5 4363 <br />68.0 4291 <br />67.0 4147 <br />65.6 3946 <br />64.3 3758 <br />62.7 3528 <br />61.1 3298 <br />59.5 3067 <br />58.1 2866 <br />56.7 2664 <br />55.5 2491 <br />54.5 2347 <br />Sigma <br />3 <br />PSF <br />b48O <br />5328 <br />3499 <br />2736 <br />2362 <br />2146 <br />2131 <br />2117 <br />2117 <br />2189 <br />2333 <br />2534 <br />2722 <br />2952 <br />3182 <br />3413 <br />3614 <br />3816 <br />3989 <br />4133 <br />sigma Prin. <br />1 Stress <br />PSF Ratio <br />6480 1.00 <br />7523 1.41 <br />7206 2.06 <br />6744 2.46 <br />6612 2.80 <br />6688 3.12 <br />6909 3.24 <br />7232 3.42 <br />7485 3.54 <br />8181 3.74 <br />8905 3.82 <br />9542 3.76 <br />10645 3.91 <br />11493 3.89 <br />12224 3.84 <br />12912 3.78 <br />13414 3.71 <br />13787 3.61 <br />14167 3.55 <br />14439 3.49 <br />ADVANCED TERRA TESTING, INC. <br />lJ <br />