2005-06-24_REVISION - M2000016 (6)

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fi 12. )2 2.92 27.16 0.01 -0.2 3 0.00 10230 .82 3732. 09 3511 .37 1.00 7 15. 64 2.92 33.00 0.01 -0.2 3 0.00 12454. 72 4052. 61 4271. 39 1.00 8 17. 96 1.04 37.96 0.05 2.9 3 0.00 111020 .54 2992. 17 4863 .80 0.99 9 20. 00 1.89 40.00 0.15 2.9 3 0.00 9767 .43 2878. 10 5114. 15 0,99 10 21. 119 1.89 40.00 0.25 2.9 3 0,00 9744. 44 2978. 68 5102. 84 0.99 11 23. 79 2.90 40.00 0.95 6.0 3 0.00 14863 .14 4721. 74 5032. 09 0,98 12 26. ~i9 2.90 40.00 0.76 6.0 3 0,00 14751. 11 4824. 32 4995. 60 0.98 13 19. 39 2.88 40.00 1.15 9.1 3 0.00 14506. 64 4911. 10 4905. 77 0.97 14 32. 17 2.88 40.00 7.61 . 9.2 1 0.00 14339 .55 4984. 97 4850. 96 0.97 15 35. 35 2.85 40.00 2.15 12.3 3 0.00 19000. 06 4967. 05 4744. 23 0.97 16 38. 20 2.85 90.00 2.77 12.3 3 0.00 13779 .33 4932. 10 4670. 19 0.97 17 41. 05 1.6) 90.00 3.31 15.4 3 0.00 7963. 24 2907. 78 4565. 91 0.97 10 42. 72 I.fi7 10.00 3.77 15.9 3 0.00 7867. 34 2885. 22 4511. 39 0.97 - 19 44. 39 2.20 90.00 4.31 15.4 2 0.00 10598. 11 7908. 39 4152. 03 0.87 20 46. 68 2.77 40.00 5.09 10.5 2 0.00 12557. 41 4740. 28 3980. 75 0.85 21 49. 44 2.77 90.00 6.01 18.5 2 D, 00 12124 .91 9697, 49 3877. 49 0.85 22 52. 21 2.71 40.00 7.01 21.6 2 0.00 11633. 45 9540. 45 3690. 35 0.84 23 59. 92 2.71 40.00 0.09 21.6 2 0.00 11155. 02 4390. 03 3570. 11 0.84 24 57. 64 2.65 40.00 9.23 24.7 2 0.00 10602 .29 9220. 34 3372. 66 0.03 25 60. 29 2.65 40.00 10.45 24.7 2 0.00 10182. 90 4036. 97 3237. 73 0.83 16 62. 94 1.58 40.00 11.74 27.0 2 0.00 9482. 22 3840. 11 3032. 86 0.81 27 65. 52 2.58 40.00 13.10 27.8 2 0.00 9024. 03 3629. 99 2884. 50 0.82 28 60. 10 2.50 40.00 14,51 30.9 2 0.00 8108. 51 3406. 60 2672. 95 0.82 29 70. 60 2.50 90.00 16.03 30.9 2 0.00 7800 .99 3170. 14 2512. 04 0.82 30 73. 10 2.42 40.00 17.59 34.0 2 0.00 7049. 50 2920. 91 2294. 70 0.02 31 75. 52 2.42 40.00 19.12 34.0 2 0.00 6531. 51 2658. 87 2122. 33 0.82 32 77. 94 1.33 40.00 20.92 31.1 2 0.00 5770. 08 1383. 74 1899. 89 0.81 3l 80. 21 2.33 40.00 22.68 37,1 2 0.00 5277. 68 3081. 49 1714. 75 0.82 39 81. 59 2.23 40.00 24.50 40.2 2 0.00 4487. 55 1767. 51 1486. 81 0.82 35 84. 82 2.23 40.00 26.39 40.2 2 0.00 3942, 03 1441. 95 1291. 85 (1.82 36 07. 05 2.12 40.00 28.33 41.3 2 0.00 3219. 50 1105. 19 1061. 16 0.82 37 85. 17 2.12 40,00 30.33 43.3 2 0.00 1667 .25 757. 19 057. 40 0.02 38 91 .29 3.18 90.00 33.00 46.4 2 0.00 2889. 63 460. 84 564, 02 0.83 39 9.. 47 0.84 40.00 35.12 46.4 2 0.00 536. 09 0. 00 363. 85 0.83 40 95 .31 1.89 40.00 36.67 49.5 2 0.00 819 .37 0. 00 236. 44 0.84 41 9') .21 1.09 40.00 38.09 49.5 2 0.00 273. 12 0. 00 78. 81 0.84 DATA: Analysis 3 - Phase 2, Cell 1 West Material and Water Properties (4 materials) Material: 1 (Mohr- Coulomb Isotropic) - Overburden Cchesior. Phi UnitWeight Au 4.00 34.0 90.00 1.10 Material: 2 (Mohr- Coulanb Isotropic) - Sand and Gravel Cohesion Phi Unitwei9ht Au 0.00 35.0 130.00 1.10 Marerial: 3 (MOht- Coulomb Isotropic) - Weathered Claystone Cohesion Phi UnitWeight Ru 0.00 14.0 125.00 1.10 Material: 4 (Mohr- Coulomb Isotropic) -Intact Bedrock Cohesion Phi Uni[Weigh[ Ru 700.00 2fi.0 125.(10 1.10 Unit weight of water: 62.450 Unit weight of water/medium above ground: 62.450 Material Profiles (4 p Profile: 1 (2 points) -lo.oe o.oo Profile: 2 (d points) -10.00 4.00 Profile: 3 l2 points) -10.00 36.00 Profile: '4 (2 points) -10.09 55.00 :ofiles) Material beneath: 4 -Intact Bedrock 110.00 - 0.00 Material beneath: 3 - Weathered Claystorse 110.00 4.00 Material beneath: 2 -Sand and Gravel 110.00 36.00 Material beneath: 1 - Overburden 110.00 55.00 Slope Surface l6 points) -10.00 0.00 0.00 0.00 22 .00 44.00 84. 00 94. 00 89. 10 92. 90 92.40 42.20 Phreatic Surface (8 points) 0.40 0.00 2.00 4.00 4 .00 8.00 12. 00 16. 20 22 .00 19. 80 57.`.0 27.00 75.00 36.00 89 .10 42.90 Failure fiULfdCe Circular ~aurface defined by: XL, XR,R Circle crntre: XC: 10. 27 YC: 93.00 Circle radius : A: 93.02 Inteisechione: XL: 0. 26 YL: 0.52 XR: 88.70 YR: 42.99 Generated failure surface (20 points) 0.26 0.52 5.68 0.09 11 .12 -0.02 16. 55 0 .19 21 .97 0 .72 27.34 1.56 32.65 2.71 37 .89 4.18 43. 03 5 .94 48 .07 8 .00 52.97 10.76 57.72 13.00 62 .32 15.90 ~ fi6. 73 19 .08 70 .96 22 ,50 74.97 26.17 78.77 30.07 82 .33 34 ,iB 85. 64 38 .49 88 .70 42 .99