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22 56 .04 3.26 92. 59 25. 69 49.2 2 0.00 6555. 89 0.00 11205. 23 0.39 0.39 <br />23 59 .30 3.26 49. 29 28. 86 44.2 2 0.00 5983. 31 0.00 9394. 36 0.39 0.39 <br />24 62 .56 3.26 45. 98 32. 03 44.2 2 0.00 5910. 70 0.00 7741. 64 0.39 0.39 <br />25 65 .82 3.26 47. 68 35. 21 99.2 2 0.00 9838. 11 0.00 6297. 10 0.39 0.39 <br />26 69 .08 3.26 49. 37 38. 38 44.2 2 0.00 4265. 51 0.00 4910. 71 0.39 0.39 <br />27 72 .34 3.26 51. 07 41. 55 44.2 2 0.00 3692. 91 0.00 3732. 49 0.39 0.39 <br />28 75 .60 3.26 52. 76 99. 72 44.2 2 0.00 3120. 32 0.00 2712. 43 0.38 0.38 <br />29 78 .86 3.26 54. 46 97. 89 44.2 2 0.00 2597. 72 0.00 1850. 54 0.38 0.38 <br />30 82 .12 3.26 56. 15 51. 06 99.2 2 0.00 1975. 12 0.00 1146. 80 0.37 0.37 <br />31 85 .38 2.24 57. 58 53. 74 §A.2 2 O.DO 1003. §3 0.00 601. 24 0.35 0.35 <br />32 87 .fi2 2.24 s5. 75 55. 91 44.2 2 0.00 692. 03 0.00 324. 07 0.32 0.32 <br />33 89 .86 2.57 60. 00 58. 25 44.2 1 0.00 962. 02 0.00 132. 91 0.23 0.23 <br />34 92 .93 2.57 61. 33 60. 75 99.2 1 0.00 154. 01 0.00 -1s. 40 0.60 0.60 <br />RRS 95 .00 -64. 84 0.00 0.00 <br />DATA: Analysis 6 - 100-foot Setback, 1:1 pit elope, fully softened Claystone <br />Material and Water Properties (4 materials) <br />Material: 1 (Mohr-Coulomb Isotropic) - Gverburden <br />Cohesion Phi UnitWeight Ru <br />0.00 33.0 103.00 1.10 <br />Material: 2 (Mohr-Coulomb Isotropic) - Sand and Gravel <br />Cohesion Phi UnitWeight Ru <br />0.00 36.2 119.00 1.10 <br />Material: 3 (Mohr-Coulomb Isotropic) - Weathered Claystone <br />Cohesion Phi UnitWeight Ru <br />150.00 26.0 116.00 1.10 <br />Material: 4 (Mohr-Coulomb Isotropic) - Claystone Bedrock <br />Cohesion Phi UnitWeight Ru <br />500.00 26.0 116.00 1.10 <br />Unit weight of water: 62.950 Unit weigh[ of water/medium above ground: 62.450 <br />MdteIial Profiles 15 profiles) <br />Profile: 1 (2 points) Material beneath: 1 - Overburden <br />-50.00 62.00 150.00 62.00 <br />Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel <br />-sa.aD s7.DO lso.oo s7.oo <br />Profile: 3 (2 points) Material beneath: 3 - Weathered Claystone <br />-sD.oo 10.00 lso.oo lo.oo <br />Profile: 4 12 points) Material beneath: 9 - Claystone Bedrock <br />-50.00 7.50 150.00 7.50 <br />Profile: 5 12 points) Material heneath: 5 - <br />35.00 10.00 150.00 L0.00 <br />Slope Surface (7 points) <br />-50.00 10.00 -10.00 10.00 -8.50 8.00 -6.50 8.00 -5.00 10.00 <br />47.00 62.00 150.00 62.00 <br />Phreatic Surface (5 points) <br />-50.00 10.00 -5.00 10.00 -2.00 13.00 115.00 17.00 150.00 18.00 <br />DietribuCed Loads (1 load) <br />Load %-Left Pressure X-Right Pressure <br />1 120.10 300.0 190.00 300.0 <br />Failure Surface <br />Non-circular surface (3 points) <br />-6.13 0.50 40.00 5.50 95.00 62.00 <br />ReSULTS: Analysis 6 - 100-foot Setback, 1:1 pit slope, fully softened Claystone <br />Spencer-weight Method of Analysis - Won-Circular Pailure Surface <br />Factor of Safety: 1.29 <br />Final Angle of Interslice Forces: 23.9 degrees <br />Negative in[erslice forces exist on one or more slices - examine elite data and consult the Galena Users' Guide <br />Effective stress line of throat fox one or more slices i s not within middle third of slice <br />Examine slice data and consult the Galena Users' Guide <br />Slice Geometry and Properties (35 slices) <br />Slice X-Left Width Y-Tap Y-Base Base Base Base Total Porewater Side Poxce ljh UJh <br /> Angle Ma[1 Cohesion Weight Force (LHS) (LNS) (LHS) <br />1 -6.13 1.13 9.25 8.50 0.0 3 150.00 97.88 105.38 0.00 0.00 0.00 <br />2 -5.00 3.00 11.50 8.50 0.0 3 150.00 1057.50 562.05 194.92 0.17 0.34 <br />