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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 />Project No. DV108 -130.7 <br />SWTP -99 vs 80 mil 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. Honz. 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 />0.839 21.311 1450 2250 0.830 21.082 3240 7245 0.340 10.643 5290 11858 0.728 18.491 5810 13073 <br />0.860 21.844 1460 2266 0.850 21.590 3250 7268 0.350 10.897 5310 11903 0.750 19.050 5830 13118 <br />0.882 22.403 1460 2266 0.874 22.200 3240 7245 0.362 11.201 5320 11925 0.774 19.660 5830 13118 <br />0.904 22.962 1440 2234 0.896 22.758 3240 7245 0.372 11.455 5340 11970 0.796 20.218 5820 13095 <br />0.926 23.520 1440 2234 0.917 23.292 3230 7223 0.384 11.760 5350 11993 0.817 20.752 5800 13050 <br />0.949 24.105 1440 2234 0.941 23.901 3220 7200 0.394 12.014 5370 12038 0.837 21.260 5800 13050 <br />0.971 24.663 1440 2234 0.962 24.435 3220 7200 0.407 12.344 5380 12060 0.858 21.793 5800 13050 <br />0.993 25.222 1430 2219 0.984 24.994 3230 7223 0.418 12.624 5410 12128 0.883 22.428 5810 13073 <br />1.016 25.806 1440 2234 1.008 25.603 3220 7200 0.428 12.878 5400 12105 0.903 22.936 5800 13050 <br />1.038 26.365 1430 2219 1.030 26.162 3200 7155 0.439 13.157 5420 12150 0.927 23.546 5790 13028 <br />1.061 26.949 1430 2219 1.051 26.695 3190 7133 0.451 13.462 5440 12195 0.949 24.105 5790 13028 <br />1.082 27.483 1430 2219 1.075 27.305 3180 7110 0.461 13.716 5450 12218 0.970 24.638 5770 12983 <br />1.105 28.067 1430 2219 1.095 27.813 3180 7110 0.475 14.072 5460 12240 0.991 25.171 5750 12938 <br />1.126 28.600 1430 2219 1.117 28.372 3190 7133 0.485 14.326 5470 12263 1.016 25.806 5750 12938 <br />1.148 29.159 1420 2203 1.138 28.905 3180 7110 0.498 14.656 5480 12285 1.037 26.340 5750 12938 <br />1.171 29.743 1420 2203 1.161 29.489 3170 7088 0 509 14.935 5480 12285 1 060 26.924 5730 12893 <br />1.193 30.302 1420 2203 1.183 30.048 3160 7065 0.521 15.240 5490 12308 1.081 27.457 5700 12825 <br />1.215 30.861 1410 2188 1.205 30.607 3150 7043 0.532 15.519 5490 12308 1.100 27.940 5700 12825 <br />1.238 31.445 1400 2172 1.225 31.115 3140 7020 0.545 15.850 5480 12285 1.124 28.550 5700 12825 <br />1.259 31.979 1400 2172 1.248 31.699 3130 6998 0.555 16.104 5490 12308 1.147 29.134 5710 12848 <br />1.282 32.563 1400 2172 1.269 32.233 3110 6953 0.568 16.434 5480 12285 1.171 29.743 5700 12825 <br />1.303 33.096 1400 2172 1.292 32.817 3100 6930 0.580 16.739 5480 12285 1.191 30.251 5670 12758 <br />1.326 33.680 1390 2156 1.314 33.376 3080 6885 0.593 17.069 5480 12285 1.214 30.836 5660 12735 <br />1.349 34.265 1390 2156 1.336 33.934 3060 6840 0.605 17.374 5470 12263 1.233 31.318 5650 12713 <br />1.370 34.798 1390 2156 1.357 34.468 3050 6818 0.629 17.983 5450 12218 1.256 31.902 5640 12690 <br />1.392 35.357 1400 2172 1.379 35.027 3060 6840 0.654 18.618 5430 12173 1.279 32.487 5650 12713 <br />1.414 35.916 1380 2141 1.403 35.636 3040 6795 0.679 19.253 5410 12128 1.302 33.071 5650 12713 <br />1.437 36.500 1380 2141 1.426 36.220 3040 6795 0.702 19.837 5400 12105 1.323 33.604 5630 12668 <br />1.460 37.084 1390 2156 1.448 36.779 3030 6773 0.726 20.447 5380 12060 1.347 34.214 5610 12623 <br />1.482 37.643 1380 2141 1.470 37.338 3020 6750 0.749 21.031 5360 12015 1.367 34.722 5600 12600 <br />1.503 38.176 1380 2141 1.492 37.897 3010 6728 0.774 21.666 5320 11925 1.389 35.281 5590 12578 <br />1.524 38.710 1380 2141 1.513 38.430 3010 6728 0.798 22.276 5310 11903 1.413 35.890 5580 12555 <br />1.547 39.294 1380 2141 1.536 39.014 2980 6660 0.823 22.911 5300 11880 1.436 36.474 5560 12510 <br />8/7 Knight Pi' and Co. 108 -130 -7 Cripple Cre 2 <br />