2018-09-06_REVISION - M1973021 (10)

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ROCrOGV1E 1.005 Nit. Page 2 of 2 Index Height(ft) Weight(Ibs) Yn/x Type Base Tension Pn-1,t(Ibs) Pn-1,s(lbs) Pn-1(Ibs) Pn,t(Ibs) Pn,s(lbs) Pn(Ibs) Qn(Ibs) Rn(Ibs) Sn(ft) Sn/Rn Mode 60 28.948 5974.790 24.123 Group No -1128.571 -49.571 0.000 0.000 0.000 0.000 0.000 5797.314 1445.433 0.2493 Stable 59 29.663 6122.522 24.719 Group No -1068.935 -46.457 0.000 0.000 0.000 0.000 0.000 5940.647 1481.170 0.2493 Stable 58 30.379 6270.233 25.316 Group No -1011.267 -43342 0.000 0.000 0.000 0.000 0.000 6083.981 1516.907 0.2493 Stable 57 31.095 6417.955 25.912 Group No -955.430 -40.228 0.000 0.000 0.000 0.000 0.000 6227.314 1552.644 0.2493 Stable 56 31.810 6565.676 26.509 Group No -901.303 -37.114 0.000 0.000 0.000 0.000 0.000 6370.648 1588.381 0.2493 Stable 55 32.526 6713.398 27.105 Group No -848.770 -34.000 0.000 0.000 0.000 0.000 0.000 6513.981 1624.118 0.2493 Stable 54 33.242 6861.119 27.702 Group No -797.731 -30.886 0.000 0.000 0.000 0.000 0.000 6657.315 1659.855 0.2493 Stable 53 33.958 7008.841 28.298 Group No -748.090 .27.772 0.000 0.000 0.000 0.000 0.000 6800.648 1695.S92 0.2493 Stable 52 34.673 7156.562 28.894 Group No 699.760 -24.658 0.000 0.000 0.000 0.000 0.000 6943.992 1731.329 0.2493 Stable 51 35.389 7304.284 29.491 Group No 652.663 -21.543 0.000 0.000 0.000 0.000 0.000 7087.315 1767.066 0.2493 Stable 50 36.105 7452.005 30.087 Group No 606.724 -18.429 0.000 0.000 0.000 0.000 0.000 7230.649 18OZ803 0.2493 Stable 49 36.820 7599.726 30.684 Group No -561.877 -15.315 0.000 0.000 0.000 0.000 0.000 7373.982 1838.540 0.2493 Stable 48 37.536 7747.448 31.280 Group No -518.058 -12.201 0.000 0.000 0.000 0.000 0.000 7517.316 1874.277 0.2493 Stable 47 38.252 7895.169 31.876 Group No -475.211 -9.087 0.000 0.000 0.000 0.000 0.000 7660.649 1910.014 0.2493 Stable 46 38.967 8042.891 32.473 Group No -433.281 -5.973 0.000 0.000 0.000 0.000 0.000 7803.983 1945.751 0.2493 Stable 45 39.683 8190.612 33.069 Group No -392.219 -2.859 0.000 0.000 0.000 0.000 0.000 7947.316 1981.488 0.2493 Stable 44 40.399 8338.334 33.666 Group No -351.978 1418.695 1418.695 0.000 0.000 0.000 0.000 1858.530 598.530 0.3220 Sliding 43 41.115 8486.055 34.262 Group No -13.851 1447.378 1447.378 -351.978 1418.695 1418.695 6232.120 8122.767 2024.280 0.2492 Sliding 42 41.830 8633.777 34.859 Group No 34375 1479.345 1479.345 -13.851 1447.378 1447.378 6343-335 8265.353 2056.733 0.2488 Sliding 41 42.546 8781.498 35.455 Group No 92.993 1514.S96 1514.S96 34.375 1479.345 1479.345 6455.299 8407.939 2089.196 0.2485 Sliding 40 43.262 8929.220 36.051 Group No 132.036 1553.131 1553.131 82.993 1514.596 1514.596 6568.009 8550.525 2121.638 0.2481 Sliding 39 43.977 9076.941 36.648 Group No 181.538 1594.951 1594.951 132.036 1553.131 1553.131 6681.467 8693.111 2154.091 0.2478 Sliding 38 44.693 9224.662 37.244 Group No 231.529 1640.055 1640.055 181.538 1594.951 1594.951 6795.673 9835.697 2186.544 0.2475 Sliding 37 45.409 9372.384 37.841 Group No 292.0-19 1688.443 1688.443 231-529 1640.055 1640.055 6910.626 8978.283 2218.997 0.2472 Sliding 36 46.125 9520.105 38.437 Group No 333.093 1740.115 1740.115 282.039 1688.443 1688.443 7026.327 9120.869 2251.449 0.2468 Sliding 35 46.840 9667.827 39.034 Group No 394.716 1795.072 1795.072 333.093 1740.115 1740.115 7142.775 9263.455 2283.902 0.2465 Sliding 34 47.556 9815.548 39.630 Group No 436.934 1853.313 1953.313 394.716 1795.072 1795.072 7259.971 9406.041 2316.355 0.2463 Sliding 33 48.272 9963.270 40.226 Group No 489.768 1914.839 1924.839 436.934 1853.313 1953.313 7377.914 9548.627 2348.808 0.2460 Sliding 32 48.987 10110.991 40.823 Group No 543.238 1979.648 1979.648 489.768 1914.939 1914.839 7496.605 9691.213 2381.261 0.2457 Sliding 31 49.703 10258.713 41.419 Group No 597.365 2047.742 2047.742 543.238 1979.648 1979.648 7616.043 9933.799 2413.713 0.2455 Sliding 30 50.419 10406.434 42.016 Group No 652.168 2119.120 2119.120 597.365 2047.742 2047.742 7736.229 9976.385 2446.166 0.2452 Sliding 29 51.134 10554.155 42.612 Group No 707.663 2193.783 2193.783 652.168 2119.120 2119.120 7857.162 10118.971 2478.619 0.2449 Sliding 28 51.850 10701.877 43.208 Group No 763.868 2271.729 2271.729 707.663 2193.783 2193.783 7978.843 10261.557 2511.072 0.2447 Sliding 27 52566 10949.598 43.805 Group No 820.799 2352.960 2352.960 763.868 2271.729 2271.729 8101.271 10404.143 2543-524 0.2445 Sliding 26 53.282 10997.320 44.401 Group No 878.469 2437.475 2437.475 820.799 2352.960 23SZ960 8224.447 10546.729 2575.977 0.2442 Sliding 25 S3.997 11145.041 44.998 Group No 936.894 2525-275 2525.275 878.469 2437.475 2437.475 8348.370 10689.315 2608.430 0.2440 Sliding 24 54.713 11292.763 45.594 Group No 996.087 2616.359 2616.359 936.8% 2525.275 2525.275 8473.041 10831.901 2640.883 0.2438 Sliding 23 55.429 11440.484 46.191 Group No 1056.060 2710.727 2710.727 996.087 2616.359 2616.359 8598.459 10974.487 2673.336 0.2436 Sliding 22 56.144 11598.206 46.787 Group No 1116.825 2808.379 2808.379 1056.060 2710.727 2710.727 8724.625 11117.073 2705.788 0.2434 Sliding 21 56.860 11735.927 47.383 Group No 1178.395 2909.316 2909.316 1116.825 2808.379 2908.379 9851.538 11259.659 2738.241 0.2432 Sliding 20 S7.576 11893.649 47.980 Group No 1282.072 2948.427 2948.427 1178.395 2909.316 2909.316 8979.199 11698.316 2835.804 0.2426 Sliding 19 56.182 11595.969 46.818 Group No 1315.060 2914.934 2914.934 1282.072 2948.427 2948.427 8821.536 11701.529 2838.811 0.2426 Sliding 18 53.158 10971.729 44.298 Group No 1206.592 2867.563 2867.563 1315.060 2914.934 2914.934 8371.526 11098.991 2701.673 0.2434 Sliding 17 50.133 10347.490 41.778 Group No 1055.616 2806.313 2806.313 1206.592 2867.563 2867.563 7918.358 10496.452 2564.534 0.2443 Sliding 16 47.109 9723.250 39.257 Group No 890.989 2731.184 2731.194 1055.616 2806.313 2806.313 7462.030 9893.914 2427.396 0.2453 Sliding 15 44.084 9099.011 36.737 Group No 710.695 2642.177 2642.177 890.989 2731.194 2731.184 7002.544 9291.376 2290.257 0.2465 Sliding 14 41.060 8474.771 34.217 Group No 512.066 2539.291 2539.291 710.695 2642.177 2642177 6539.899 8698.838 2153.118 0.2478 Sliding 13 38.036 7950.532 31.696 Group No 291.503 2422.527 2422.527 512.066 2539.291 2539.291 6074.095 8096.300 2015.980 0.2493 Sliding 12 35.011 7226.292 29.176 Group No 44.026 2291.884 2291.884 291.503 2422.527 2422.527 5605.132 7483.762 1878.841 0.2511 Sliding 11 31.987 6602053 26.656 Group No -237.462 2147.362 2147.362 44.026 2291.884 2291.884 5133.010 6881.224 1741.703 0.2531 Sliding 10 28.962 5977.813 24.135 Group No -563.425 1988.962 1988.962 -237.462 2147.362 2147.362 4657.730 6278.686 1604.564 0.2556 Sliding 9 25.938 5353.574 21.615 Group No -949.966 1816.683 1816.693 -563.425 1988.962 1988.962 4179.291 5676.147 1467.426 0.2585 Sliding 8 22.913 4729.334 19.09S Group No -1423.216 1630.525 1630.525 -949.966 1816.683 1816.683 3697.693 5073.609 1330.287 0.2622 Sliding 7 19.889 4105.095 16574 Group No -2028.574 1430.489 1430.489 -1423.216 1630.525 1630.525 3212.936 4471.071 1193.149 0.2669 Sliding 6 16.865 3480.855 14.054 Group No -2852493 1216.574 1216.574 -2028.574 1430.489 1430.489 2725.021 3868.533 1056.010 0.2730 Sliding 5 13.840 2856.615 11.533 Group No -4082.423 988.780 988.780 -2952.493 1216.574 1216.574 2233.946 3265.995 919.871 0.2813 Sliding 4 10.816 2232.376 9.013 Group No 6215.159 747.108 747.108 -4082423 988.780 988.780 1739.713 2663.457 781.733 0.2935 Sliding 3 7.791 1608.136 6.493 Group No -11143.137 491.557 491.557 6215.159 747.108 747.108 1242.321 2060.919 644.594 0.3128 Sliding 2 4.767 983.897 3.972 Group No -38618.407 222.127 222.127 -11143.137 491.557 491.557 741.770 1458.381 507.456 0.3480 Sliding 1 1.743 359.657 1.452 Toe No -28776.714 0.000 0.000 -38618.407 222.127 222.127 238.061 587.035 309.136 0.5266 Sliding Note:Index 1 is the toe of the slope. Slope Geometry Properly Value Slope Angle(') 85 Slope Height(ft) 70 Upper Slope Angle(') 2 Toppling Joint Spacing(ft) 1.2 Toppling Joint Dip(') 76 Overall Base Inclination(') 35 Rock Properties Property Value Rock Unit Weight(Ibs/111:3) 172 Base Shear Strength Model Mohr-Coulomb Base Cohesion(lbs/ft2) 450 Base Friction Angle(') 35 Base Tensile Strength(lbs/ft2) 104400 Toppling Joint Shear Strength Model Mohr-Coulomb Topplingloint Cohesion(lbs/ft2) 450 Toppling Joint Friction Angle(') 35 Toppling Joint Tensile Strength(Ibs/ft2) 104400 MQ All Data_Individual Bench 6850 Direct Toppling East Facing.rtop GEI Consultants, Inc 5/24/2017, 3:20:30 PM