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Geosynthetic Interface Test - ASTM D 5321, Method B <br />300mm Shear Device, 8.0 in. x 8.0 in. Insert <br />Valley Leach Facility - Cripple Creek & Victor <br />Smith Williams Consulting <br />Protect No. DV108 -130.7 <br />SWTP -99 vs 80 and Text HDPE vs. Overliner (Composite) <br />7200 psf Normal Stress 14400 psf Normal Stress 21600 psf Normal Stress 28800 psf Normal Stress <br />Horiz. Horiz. Shear Shear Horiz. Horiz. Shear Shear Horiz. Horiz. Shear Shear Horiz. Horiz. Shear Shear <br />Displ. Displ. Force Stress Displ. Displ. Force Stress Displ. Displ. Force Stress Displ. Displ. Force Stress <br />inches mm lbs psf inches mm lbs psf inches mm lbs psf inches mm lbs psf <br />0.330 8.382 1570 2438 0.317 8.052 2950 6593 0.069 3.759 3940 8820 0.235 5.969 4830 10868 <br />0.345 8.763 1570 2438 0.331 8.407 2980 6660 0.074 3.886 4010 8978 0.250 6.350 4890 11003 <br />0.360 9.144 1560 2422 0.346 8.788 3010 6728 0.080 4.039 4080 9135 0.264 6.706 4950 11138 <br />0.375 9.525 1560 2422 0.359 9.119 3040 6795 0.085 4.166 4150 9293 0.279 7.087 5010 11273 <br />0.389 9.881 1540 2391 0.375 9.525 3060 6840 0.090 4.293 4220 9450 0.291 7.391 5070 11408 <br />0.405 10.287 1540 2391 0.389 9.881 3090 6908 0.096 4.445 4290 9608 0.306 7.772 5130 11543 <br />0.420 10.668 1530 2375 0.404 10.262 3110 6953 0.101 4.572 4350 9743 0.318 8.077 5190 11678 <br />0.434 11.024 1530 2375 0.418 10.617 3120 6975 0.106 4.699 4400 9855 0.332 8.433 5240 11790 <br />0.449 11.405 1520 2359 0.432 10.973 3140 7020 0.111 4.826 4450 9968 0.348 8.839 5300 11925 <br />0.463 11.760 1520 2359 0.446 11.328 3160 7065 0.117 4.978 4510 10103 0.362 9.195 5350 12038 <br />0.478 12.141 1520 2359 0.460 11.684 3170 7088 0.121 5.080 4550 10193 0.378 9.601 5410 12173 <br />0.492 12.497 1510 2344 0.475 12.065 3180 7110 0.126 5.207 4600 10305 0.391 9.931 5450 12263 <br />0.508 12.903 1510 2344 0.489 12.421 3190 7133 0.133 5.385 4650 10418 0.407 10.338 5490 12353 <br />0.522 13.259 1510 2344 0.503 12.776 3200 7155 0.137 5.486 4690 10508 0.421 10.693 5540 12465 <br />0.538 13.665 1510 2344 0.519 13.183 3200 7155 0.144 5.664 4740 10620 0.434 11.024 5580 12555 <br />0.552 14.021 1500 2328 0.532 13.513 3210 7178 0.149 5.791 4780 10710 0.448 11.379 5620 12645 <br />0.567 14.402 1500 2328 0.548 13.919 3220 7200 0.154 5.918 4810 10778 0.462 11.735 5660 12735 <br />0.581 14.757 1500 2328 0.562 14.275 3220 7200 0.166 6.223 4840 10845 0.477 12.116 5700 12825 <br />0.596 15.138 1490 2313 0.576 14.630 3220 7200 0.177 6.502 4880 10935 0.492 12.497 5720 12870 <br />0.610 15.494 1490 2313 0 592 15.037 3230 7223 0.188 6.782 4910 11003 0.506 12.852 5750 12938 <br />0.626 15.900 1490 2313 0.606 15.392 3240 7245 0.197 7.010 4950 11093 0.524 13.310 5760 12960 <br />0.640 16.256 1490 2313 0.622 15.799 3240 7245 0.209 7.315 4990 11183 0.537 13.640 5780 13005 <br />0.655 16.637 1480 2297 0.636 16.154 3240 7245 0.219 7.569 5020 11250 0.552 14.021 5790 13028 <br />0.670 17.018 1480 2297 0.650 16.510 3240 7245 0.231 7.874 5060 11340 0.565 14.351 5800 13050 <br />0.685 17.399 1490 2313 0.666 16.916 3250 7268 0.242 8.153 5090 11408 0.579 14.707 5800 13050 <br />0.699 17.755 1480 2297 0.682 17.323 3250 7268 0.254 8.458 5110 11453 0.595 15.113 5810 13073 <br />0.714 18.136 1480 2297 0.695 17.653 3250 7268 0.263 8.687 5130 11498 0.610 15.494 5820 13095 <br />0.728 18.491 1480 2297 0.710 18.034 3250 7268 0.274 8.966 5160 11565 0.626 15.900 5820 13095 <br />0.743 18.872 1470 2281 0.724 18.390 3250 7268 0.285 9.246 5190 11633 0.641 16.281 5820 13095 <br />0.757 19.228 1470 2281 0.740 18.796 3240 7245 0.297 9.550 5200 11655 0.656 16.662 5820 13095 <br />0.773 19.634 1480 2297 0.763 19.380 3240 7245 0.306 9.779 5220 11700 0.671 17.043 5810 13073 <br />0.795 20.193 1470 2281 0.785 19.939 3240 7245 0.318 10.084 5240 11745 0.686 17.424 5800 13050 <br />0.817 20.752 1470 2281 0.808 20.523 3240 7245 0.328 10.338 5280 11835 0.706 17.932 5810 13073 <br />8/7/2007 Knight Piesold and Co. 108 -130 -7 Cripple Creek rev 2 <br />