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-lo.oD A.AO o.oD a.oD <br />92.40 44.20 <br />Phreatic Surface (8 pointel <br />O.OD 0.00 2.00 4.OD <br />$7.50 27.00 75.00 36.00 <br />Pailure Surface <br />Circular surface defined by: XL, XR,R <br />Circle centre: XC: 13.98 YC: <br />Interaectiona: XL: 0.52 n: <br />Generated Eai lure surface (2o points) <br />0.52 1.04 6.02 <br />28,13 1.15 33.56 <br />54.24 70.10 59.04 <br />7b.12 26.94 79.77 <br />23.00 96.00 <br />4.00 8.00 <br />89.10 94.90 <br />85.05 Circle radius: R: 85.08 <br />1.04 XR: 89.00 YR: 44.92 <br />84.00 46.00 <br />12.00 16.20 <br />0.34 11.56 0.00 17.10 0.03 <br />2.25 38.91 3.70 94.16 5.50 <br />12.88 63,64 35.97 68.04 19.35 <br />31.11 83.35 75.51 86.23 40.12 <br />RESULTS: Analysis 4 Phase Z, Cell 1 Weat - 34' B6G <br />Bishop Simplified Me[hod of Ana2yeis - Circular Pailure Surface <br />Factor of Safety: 0.96 <br />Slice Geacetry and Properties (41 slices) <br />Slice X-Heft Width Y-Top Y-Base <br />1 0 .52 1.48 2.52 0.95 <br />2 2 .00 2.00 6.00 0.73 <br />3 a .oo 2.oa lD.oz D.a7 <br />4 6 .02 1.17 14.81 0.2fi <br />5 8 .79 2.77 20.34 0.09 <br />6 ],1 .56 2.77 25.88 0.01 <br />7 79 .33 2.77 31.43 0.02 <br />0 1.7 .10 1.90 76.10 0.09 <br />9 19 .00 1.82 39,02 0.22 <br />10 20 .82 1.82 43.95 0.35 <br />11 22 .63 0.37 45.63 0.44 <br />12 23 .00 2.56 46.00 0.63 <br />13 25 .56 2.56 46.00 0.98 <br />14 28 .13 2.72 96.00 1.43 <br />15 10 .84 2.72 46.00 1.98 <br />16 73 .56 2.68 46.00 2.62 <br />17 36 .24 2.68 46.00 7.34 <br />18 38 .91 0.86 46.00 7.85 <br />29 ?9 .77 2.19 46.00 4.38 <br />20 41 .97 2.19 46.OD 5.13 <br />21 94 .16 2.56 46.00 6.04 <br />22 46 .72 2.56 46.00 7.10 <br />2l 49 .28 2.48 46.00 8.25 <br />24 51 .16 2.40 46.00 9.48 <br />25 59 .24 2.40 46.00 10.80 <br />16 56 .64 2.40 96.00 12.19 <br />27 59 .04 2.30 46.00 13.65 <br />28 61 .34 2.30 46.00 15.20 <br />29 63 .64 2.20 46.00 16.82 <br />30 65 .84 2.20 46.00 18.51 <br />31 68 .09 2.00 46.00 2017 <br />32 70 .12 3.08 46.00 22.10 <br />33 72 .20 1.96 46.00 27.99 <br />34 74 .16 1.96 46.00 25.96 <br />35 76 .12 1.83 46.00 27.98 <br />36 77 .95 1.83 46,D0 30.07 <br />37 79 .77 1.69 46.00 32.21 <br />38 A1 .46 1.69 46.00 34.41 <br />39 83 .15 0.85 46.00 36.15 <br />90 84 .00 0.81 45.91 77.39 <br />41 84 .01 1.92 45.67 39.06 <br />42 86 .23 2.17 45.22 92.52 <br />Base Baee ease <br />Angle Watl Cohesion <br />-7.2 3 0.00 <br />-7.2 1 0.00 <br />-7.2 3 0.00 <br />-3.5 3 0.00 <br />-3.5 3 0.00 <br />0.2 3 O.OD <br />0.2 3 0.00 <br />4.0 3 0.00 <br />4.0 3 0.00 <br />4.0 J 0.00 <br />7.7 3 0.00 <br />7.7 3 0.00 <br />7.7 7 0.00 <br />11.4 3 0.00 <br />11.4 3 0.00 <br />15.2 3 0.00 <br />15.2 3 0.00 <br />18.9 3 0.00 <br />18.9 2 0.00 <br />18.9 3 0.00 <br />22.6 2 0.00 <br />22.6 2 0.00 <br />26.4 2 0.00 <br />26.4 2 0.00 <br />30.1 2 0.00 <br />30.1 2 O.OD <br />33.8 2 0.00 <br />33.0 2 0.00 <br />37.6 2 0.00 <br />37.6 2 0,00 <br />41.3 2 0.00 <br />41.3 2 0.00 <br />4s.1 a D.DD <br />45.1 2 0.00 <br />40.0 2 0.00 <br />4A .8 2 0.00 <br />sz.s z o.Do <br />52.5 2 0.00 <br />56.3 2 0.00 <br />56.3 2 0.00 <br />56.1 1 4.00 <br />60.0 1 4.00 <br />DATA: Analysis 5 - Plant Area, Nor[h and Wear <br />Material and Water Properties (4 material a) <br />Material: 1 (Mohr-Coulomb Isotropic) - Overburden <br />Cohesion Phi Unit Weight Ru <br />4.00 34.0 90.00 1.10 <br />Hareri<1: 2 (MOhr-000lasb Isotropic) - Sand and Gravel <br />Cohesion Phi UnitWeigh[ Ru <br />0.00 35.0 130.00 1.10 <br />Material: 7 (Mohr-Coulomb Isotropic} - Weathered Claystone <br />Cohesion Phi UniCWeight Ru <br />'7.00 14.0 125.00 1.10 <br />To[al <br />Weight <br />191.10 <br />1338.69 <br />2973,2$ <br />5182.96 <br />7132.46 <br />9269.77 <br />11264.19 <br />8857.00 <br />9179.97 <br />9744.81 <br />2046.16 <br />14252.97 <br />14141.85 <br />14840.43 <br />14653.64 <br />14216.15 <br />13973.92 <br />4443.21 <br />11160.42 <br />10946.40 <br />12474.$5 <br />12119.40 <br />11393.31 <br />10995.60 <br />10108.09 <br />9774.95 <br />8945.19 <br />8982.95 <br />7632.29 <br />7149.73 <br />6299.14 <br />5803.65 <br />4976.11 <br />4476.$9 <br />7694.34 <br />3199.10 <br />2484.45 <br />2001.98 <br />819.61 <br />69118 <br />842.82 <br />673.80 <br />PozeWater <br />PoxcC <br />146.64 <br />664.10 <br />1089.60 <br />1944.71 <br />2465.09 <br />2861.90 <br />3032.72 <br />2174.97 <br />2139.83 <br />2199.81 <br />453.56 <br />3170.61 <br />3198,56 <br />3443.58 <br />3443.79 <br />3428.08 <br />3396.39 <br />1106.78 <br />2785.84 <br />2741.SD <br />3206.13 <br />3111.16 <br />3000.68 <br />2A74.63 <br />273317 <br />259$.00 <br />2ssD.2o <br />2487.86 <br />2408.10 <br />2710.97 <br />2196.64 <br />2065.13 <br />1916.77 <br />1754.23 <br />1610.65 <br />1949.11 <br />1270.15 <br />1073.58 <br />504.84 <br />919.12 <br />569.94 <br />498.93 <br />89.10 44.90 <br />22.00 19.8D <br />22.63 0.41 <br />49.28 7.64 <br />72.20 23.01 <br />89.00 49.92 <br />Normal Test <br />Stresa Pactor <br />200.09 1.04 <br />fi80.92 1.04 <br />1247.39 1.04 <br />1891.85 1.02 <br />2691.39 3.02 <br />7341.15 1.00 <br />4059.04 1.00 <br />4599.22 0.98 <br />4987.15 0.98 <br />s293.31 0.90 <br />5405.54 0.97 <br />5413.84 0.97 <br />5372.32 C.97 <br />5251,00 0.97 <br />5105.69 0.97 <br />5045.03 0.91 <br />4959.53 0.97 <br />4836.70 0.97 <br />4314.57 0.85 <br />4232.62 D.85 <br />4000.66 0.83 <br />3094.25 0.87 <br />3657.02 0.82 <br />3527.32 0.82 <br />3285.14 0.81 <br />7143:21 0.81 <br />2911.80 0.01 <br />2769.56 0.81 <br />2537.99 0.81 <br />2384.55 0.81 <br />2I53.54 0.01 <br />1989.96 0.81 <br />1760.49 D.82 <br />1588.29 O.A2 <br />1367.96 0.83 <br />1193.49 0.83 <br />978.47 0.84 <br />797.25 0.04 <br />632.08 0.86 <br />526.91 0.86 <br />401.72 0.00 <br />155.80 0.90 <br />