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22 37. 117 1.86 35.34 8. 26 30.7 2 0.00 5626 .66 951 .81 2252 .93 0.82 <br />23 39. 72 1.86 75. 63 9. 37 30.7 2 O.GO 5407 .53 827 .51 1151 .74 0.82 <br />24 41. 18 1.78 35. 91 10 .54 34.7 1 0.00' 4996 .55 674 .39 1961 .01 0.81 <br />25 43. 36 1.78 36. 18 11. 77 34.7 2 0.00 9705 .74 522 .40 7848 .04 0.81 <br />26 45. 14 1.69 76. 45 13. 06 38.7 2 0.00 4225 .75 361 .93 1650 .56 0.81 <br />27 46. 03 1.69 36 .71 14 .91 38.7 1 0.00 3968 .69 192 .98 1515 .35 0.81 <br />28 48 .51 0.93 36. 91 15 .52 42.7 1 0.00 2074 .55 31 .80 1349 .90 0.82 <br />29 99. 95 1.12 37. 07 16. 47 42.7 2 0.00 2379 .54 0 .00 1277 .87 0.82 <br />30 50 .51 1.12 37 .25 17 .50 42.7 2 0.00 2245 .66 0 .00 1202 .20 0.82 <br />31 S1 .i0 1.99 37 .45 18 .81 46.6 2 0.00 2741 .34 0 .00 1098 .89 0.83 <br />32 53. 18 1.99 37. 68 20 .38 46.6 2 0.00 24b8 .41 D .00 944 .46 0.87 <br />37 54 .67 1.51 37 .91 22 .08 50.6 2 0.00 2201 .82 0 .00 779 .07 0.84 <br />34 56 .18 .1.14 78 .12 23 .75 50.6 1 4.00 1fi00 .8fi 0 .00 699 .45 0.86 <br />35 57 .41 1.25 38. 31 25 .39 54.6 1 4.00 1458. 36 D .00 507 .03 0.88 <br />36 58 .67 1.25 38 .51 27 .15 54.6 1 4.00 1281 .15 0 .00 515 .42 0.88 <br />37 59 .92 1.73 38. 69 28 .96 58.6 1 4.00 988 .91 0 .00 408 .22 0.90 <br />38 61. 05 1.13 38. 87 30. 80 58.6 1 4.00 819. 20 0. 00 337. 62 0.90 <br />39 62 .18 2.00 39 .11 31 .64 61.5 1 4.00 981 .14 0 .00 207 .80 0.93 <br />40 64 .17 1.71 79 .40 37 .55 66.5 1 4.00 287 .28 0 .00 6D .6) 0.97 <br />DATA: Analysis 2 - Phase 2, Cell 2 Southwest <br />Material and Water Properties (4 ma[erialsl <br />Material: ;. (Mohr-Coulomb Isotropic) -Overburden <br />Cohesion Phi Unitweight Ru <br />4.00 34.0 90.00 1.10 <br />Material: :J (Mohr-Coulomb Isotropic) -Sand and Gravel <br />Cohesion Phi Unitweight 0.u <br />0.00 35.0 130.00 1.10 <br />Material: 3 (Mohr-Coulomb Isotropic) -Weathered Clayatone <br />Cohesion Phi Unitweight Ru <br />0.00 14.0 125.00 1.10 <br />Material: 4 (Mohr-Coulomh Isotropic) - In[ac[ Bedrock <br />Cohesion Phi Unitweight Ru <br />100.00 26.0 125.00 1.10 <br />Unit weight of water: 62.450 Unit weigh[ of water/medium above ground: 62.450 <br />Material Profiles (4 profiles) <br />Profile: 1 (2 points) Material beneath: 9 - Intact Bedrock <br />-10.00 0.00 710.00 0.00 <br />Profile: 2 (2 points) Material beneath: 3 - Weathered Clayetone <br />-10.00 4.00 110.00 4.00 <br />Profile: 3 (2 points) Material beneath: 2 - Hand and Gravel <br />-10.00 40.00 110.00 40.00 <br />Profile; 9 (2 points) Material beneath: 1 - Overburde4 <br />-10.00 55.00 110.00 55.00 <br />Slope Surface (4 points) <br />-10.00 0.00 0.00 O.OD 20.00 <br />Phrea[ic Surface (10 points) <br />O.OJ 0.00 2.00 4.00 4,00 <br />29.0.1 26.00 34.00 29.00 54,00 <br />Failure Surface <br />Circular surface defined by: XO, XR,R <br />4D, 00 100,00 40. 00 <br />8 .00 9.00 15 .00 <br />32 .00 79.00 34 .00 <br />Circle centre: XC: - 15.35 YC: 107.50 Circle radius : R: 107.61 <br />Interaectione: XL: 0.50 YL: 1.00 X0.: 99.10 YR: 40.00 <br />Generated failure surface (20 points} <br />0.50 1.00 - 6.30 0.35 12. 12 0.02 17 .96 0.00 <br />29.59 0.91 35.35 1.04 41. 05 3.08 46 .60 4.63 <br />57.49 8.62 62.94 11.06 68. 10 13.18 73. 10 16.78 <br />82. i9 23.56 87.05 17.37 91. 29 ~ 31.33 95 .31 35.56 <br />0.6SULTS: Analysis 2 - Phase 2, Cell 2 Southwest <br />8iehop Simplified Method of Analysis - Circular Pailuze Surface <br />Factor of Safety: 0.99 <br />Slice G<~ometry and Properties (41 slices) <br />14.00 21.00 <br />102.00 35.00 <br />23.79 0.10 <br />52.21 6.48 <br />77.99 20.04 <br />99.10 40.00 <br />Slice X-isf[ Width Y-Top Y-Base Base Base Base Total PoreWatex Normal Test <br /> Angle Matl Cohesion Weight Force Stress Factor <br />1 0.50 1.50 1.50 0.92 -6.4 3 0.00 296.98 149.30 200.87 1.04 <br />2 2.00 2.00 fi.00 0.72 -6.4 3 0.00 1339.91 663.54 679.83 1.04 <br />3 4.00 2.30 10.30 0.48 -6.4 3 0.00 2893.90 1318.57 1270.01 1.04 <br />4 6.30 2.91 15.51 0.27 -3.J 3 0.00 5716.63 2356.38 1979.61 1.02 <br />5 9.21 2.91 21.33 0.10 -3.3 3 0.00 7982.93 3078.08 2765.51 1.02 <br />