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25 247. 14 10.94 105 .12 67 .10 17.6 2 400. 00 44277. 63 16425. 31 3938 .48 0.96 <br />26 257. 58 30.3fi 108 .59 70 .52 18.9 2 400. 00 43998. 83 16452. 12 3921. 09 0.96 <br />27 267. 94 10.36 112 .04 74 .07 18.9 2 400. 00 43885 .36 16389 .71 3910 .63 0.96 <br />28 270. 30 10.28 115 .48 77 .73 20.2 2 400. 00 43263. 39 16238. 56 3863. 49 0.96 <br />29 288. 57 10.28 118 .90 81 .50 20.2 Z 400. 00 42830. 94 15998. 51 3823. 37 0.96 <br />30 298. 85 9.57 122 .21 05 .28 21.5 2 400. 00 39376. 09 19737. 52 3798. 99 0.96 <br />31 308. 43 9.57 125 .40 89 .04 21.5 2 400. 00 38716. 42 14368. 81 3603. 45 0.96 <br />32 318. 00 10.71 127 .07 43 .14 22.6 2 400. 00 40174. 98 14437. 58 3387. 33 0.97 <br />33 328. 71 10.71 127. 20 97. 63 22.8 2 900. 00 34569. 27 11289. 17 2888. 89 0.97 <br />34 339. 42 10.00 127 .32 102 .11 24,0 2 900. 00 27051. 47 7667. 28 2376. 44 0.97 <br />35 349. 42 10.00 127 .44 106 .57 24.0 2 400. 00 21844. 99 4700. 18 1884. 42 0.97 <br />36 359. 42 5.86 127. 54 110 .19 25.3 2 900. 00 10331. 88 1358. 02 1470. 20 0.97 <br />37 365. 28 4.34 127 .60 112 .60 25.3 1 150. 00 6503. 12 299. 56 1286. 85 0.97 <br />38 369. 61 9.59 127 .69 115 .90 25.3 1 150. 00 11306. 67 0. 00 996. 96 0.97 <br />39 379. 21 9.79 127 .81 120. 62 26.6 1 150. 00 7028. 10 0. 00 585. 67 0.98 <br />40 388. 99 9.79 127. 93 125. 53 26.6 1 150. 00 2342. 30 O. DD 167. 86 0.90 <br />-ATA: Analysis 3 - Road cut affect on overall stability, water Cable from piezo pressure in bedrock <br />Material and Water Properties (2 materials) <br />Material: 1 (Mohr-Coulomb Isotropic) - CL and GC sail <br />Cohesion Phi UnitWeight Au <br />150.00 25.0 100.00 1.10 <br />Material: 2 (Mohr-Coulomb Isotropid -Animas Fm. Claystone <br />Cohesion Phi UnitWeight Ru <br />400.00 25.0 120.00 1.10 <br />Unit weigh[ of water: 62.450 Unit weight of water/med ium above ground: 62.450 <br />Material Profiles (2 profiles) <br />Profile: 1 (6 points) Material beneath: 1 - CL and GC soil <br />0.00 21.00 175.00 79. 33 193.00 78.70 193.]0 85.33 318.00 127.00 <br />400.00 128.00 <br />Profile: 2 (3 points) Material beneath: 2 - Animas Fm. Clay stone <br />O. DD 5.00 318.00 112. 00 400.00 112.00 <br />Slope Surface (6 points) <br />0.00 21.00 175.00 79. 33 193.00 78.70 193.10 85.33 318.00 127.00 <br />400.00 128.00 <br />Phreatic Surface (3 point a) <br />0.00 7.00 318.00 113. 00 400.00 114,00 <br />Piezometric Surfaces (1 surface) <br />Surface within profile: 2 (3 points) - Animas Fm. Claystone <br />0.90 7.OD 318.00 113. 00 900.00 114.00 <br />Pailure Surface <br />Cizcular surface defined by: xL, XR,R <br />Circle centre: %C: 184.54 YC: 301 .11 Circle rad ius: R: 222.57 <br />Inteiaections: XL: 193.00 YL: 78 .70 XR: 323. 27 YR: 127.06 <br />Geneia[ed failure surface {20 points) <br />193.00 78.70 200.43 79. 11 207.84 79.76 215.22 80.66 222.57 81.81 <br />229.87 83.20 237.13 84, 84 244.32 86.72 251.45 88.84 258.51 92.19 <br />265.98 93.78 272.36 96. 60 279.15 99.65 285.83 102.92 292.39 106.42 <br />298.84 110.13 305.15 114. 05 311.34 118.19 317.38 122.53 323.27 127.06 <br />RESULTS: Malysis 3 - Road cut affect on overall stability, water table from piezo pressure in bedrock <br />Bishop Simplified Method of Malysis - Circulaz Fa ilure Surface <br />Factor of Safety: 1.81 <br />Slice Geometry and Properties (40 slices) <br />____ <br />___________ <br />_ <br />__ <br />_ <br />_ <br />Slice %-Left Width Y-Top Y-Base Base Base Base Total PoreWater Normal Tes[ <br /> Mgle Matl Cohesion Weight Force Stress Factor <br />1 193.00 3.71 85.92 78. 80 3.1 1 160.00 2641 .72 0.00 697. 02 0.99 <br />2 196.71 3.71 87.15 79. 01 3.1 1 150.00 3026 .24 0.00 799 .12 0.99 <br />3 200.43 3.70 88.39 79. 27 5.1 1 150.00 3378 .96 0.00 884 .62 0.98 <br />4 209.13 3.70 89.63 79. 60 5.1 1 150.00 3715 .54 0.00 973 .46 0.98 <br />5 207.84 3.69 90.06 79. 99 7.0 1 150.00 4014 .24 0.00 1044 .39 0.98 <br />6 211.53 3.69 92.09 80. 49 7.0 1 150.00 4302 .25 0.00 1120 .02 0.98 <br />7 215.22 3.67 93.32 80. 95 8.9 1 150.00 4545 .56 0.00 1176 .71 0.97 <br />8 218.89 3.67 94.55 81. 52 8.9 1 150.00 4785 .04 0.00 1239 .36 0.97 <br />9 222.57 2.18 95.52 82. 02 10.8 1 150.00 2947 .35 0.00 1272 .06 0.97 <br />10 224.75 2.18 96.25 82. 44 10.8 1 150.00 3015 .46 0.00 1301 .80 0.97 <br />11 226.93 2.94 97.11 82. 92 30.8 1 150.00 4171 .60 39.23 1337 .32 0.97 <br />12 229.87 3.63 98.20 83. 61 12,7 1 150.00 5292 .58 142.87 1363 .07 0.97 <br />