2005-06-24_REVISION - M2000016 (6)

Home Browse Search

22 45 .42 2.34 39. 00 7 .94 24.4 2 0.00 8875 .59 2531. 55 3108 .48 0.03 23 47 .75 2.34 39. 00 9 .01 24.4 Z 0.00 8552 .70 2900. 51 2991. 69 0.83 24 50 .39 2.28 34. 00 10 .13 27.6 2 0.00 7994 .83 2258. 87 2747 .81 0.82 25 52 .37 2.28 39. 00 11 .32 27.6 2 0.00 764] .21 2171. 85 2676 .06 0.82 26 54 .64 2.21 39. 00 12 .57 30,7 2 0.09 7055 .37 2106. 36 2488 .70 0.02 27 56 .85 2.21 39. 00 13 .80 30.7 2 D.00 6679 .16 2D29. 02 2360. 05 0.82 28 59 .06 2.13 39. 00 15 .25 33.8 2 0.00 6073. p2 1939. 96 2170. 46 0.81 29 61 .19 2,13 39. 00 16 .68 33.8 2 0.00 5676. 71 1839, 13 2032. Ofi 0.81 30 63 .32 2.05 39. 00 18 .17 37.0 2 0.00 5064. 24 1726. 69 1840. 83 0.01 31 65 .38 2.05 39. 00 19 ,71 37.0 2 0.00 4652. 56 1602. 67 1693. 40 0.81 32 67 .43 1.96 39. 00 21 .31 40.1 2 0.00 4016 .98 1467. 72 1501. 25 0.02 33 69 .39 1.96 39. 00 22 .96 40.1 2 0.00 3624. 32 1320. 37 1345. 53 0.82 34 71 .36 1.87 39. OD 29 .67 43.2 3 D.00 3037. 62 1162, 32 1153. 36 0.82 15 73 .23 1.87 39. 00 26 .42 43.2 2 0.00 2609, 99 993. 08 990. 31 0.82 36 75 .10 1.77 39. 00 28 .23 9b.3 2 0.00 2055. 80 011. 89 798, 94 0.83 37 7E .87 1.77 39. 00 30 .09 46.3 2 0.00 1627. 79 621. 76 678, 95 0.83 38 7E .64 1.69 39. 00 32 .01 49.5 2 0.60 1133. 16 424. 78 418. 62 0.84 39 80 .34 1.64 34. 00 33 .96 49.5 1 4.00 795. 13 202. 71 284. 48 0.85 40 Bi. .98 0.68 39. 00 35 .36 52.6 1 4.00 221. 76 22. 01 178. 82 0.87 91 8'! .66 2.44 39. 00 37 .40 52.6 1 4.00 350. 79 9. 00 72, 84 0.87 DATA; Analysis 7 - Phase 5, Ce11 5 - North, Oast, and South Material ard Water Properties (4 materials) Material: 1 (Mohr-Coulomb Isotropic) -Overburden Cohesion Phi UnitNeight Ru 4.00 34.0 90.00 1.20 Material: 2 (Mohr-COUlomh Isocropici - Sand and Gravel Cohesion Phi UnitNeight Ru 0.00 35.0 130.00 1.10 Material: 3 1MOhr-Coulomb Isotropic) -Weathered Clayamne Cohesion Phi UnitNeight Ru 0.00 14.0 125.00 1.10 Material: 4 (Mohr-Coulomb isotropic) - Intact Bedrock Cohesion Phi UnitNeight au 700.00 26.0 125.00 1.10 unit weight of water: 62.450 Unit weight of water/medium above ground: 62.450 Material Profiles (4 profiles) Profile: I (2 points) Material beneath: 4 - tctact Bedrock -1D.oD D.DO uo.oD D.DD Profiler 2 (2 poicts) Material beneath: 3 - weathered Clayatone -lo.ao 4.0o uD.oo 4.oa Profile: 3 12 points) Material beneath: 2 -Sand and Gravel -lo.oo aa.oo llo.o0 4a.oo Profile: 4 IT poirtta) Material beneath: 1 -Overburden -10.00 55.00 110.00 55.00 Slope Surface (4 points) -10.00 0.00 0.00 0.00 24.50 Phreatic Surface 110 points) 0.00. 0.00 2.00 4.00 9.00 2:.00 24.60 32.00 26.90 52.00 Failurs Surface Circular surface defined by: XL,XR,R 49. 00 110. 00 49 .00 8. 00 7. 00 12 .50 29. 60 77. 00 31 .50 Circle centre: XC: 10.22 YC: 96.12 Circle radius: R: intersections: XL: 0.26 YL; 0.52 XR: 94.00 YR: Generated fail ure surface (20 points) 0.26 0.52 6.72 0.09 12. 00 0.02 29.51 1.96 35.23 3.31 90. 06 5.01 56.97 12.13 62.02 15.15 6fi . 87 18.47 7)0.09 70.11 83.99 34.50 87. 62 39.13 12.00 19.70 120.00 33.00 96.12 49.00 17.67 031 46.37 7.06 71.51 22.08 90.96 47,97 21.72 0.95 51.75 9.43 75.92 25.96 94.00 49.00 RRSULTS: Analysis 7 - Phase 5, Cell 5 - North, Bast, and South Bishop Simplified Method of Analysis - Circular Pailuze Surface Factor of Safety: 0.47 Slice Geometry and Properties (41 slices) Blice X-Left Width Y-Top Y-ease Base .Base Base Total PoreNater Normal Tes[ Angle Matl Cohesion Weight Force Stress Factor 1 D.26 1.74 2.26 0.46 -9.2 3 0.00 392.34 196.54 227.65 1.02 a a.DO 2.00 6.00 0.32 -4.2 3 0.00 1490.27 711.97 727.15 1.D2 7 4.00 2.12 l0.la 0.17 -4.2 3 0.00 2707.20 1257.01 1288.14 1.02 4 6.12 2.44 15.19 0.07 -0.7 3 0.00 5717.25 2438.32 1948.61 1.00