Introduction |
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1 | (4) |
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Part I FUNDAMENT ALS AND CONCEPTS |
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1 A history of geotechnical achievements |
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5 | (20) |
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2 Characteristics of soils |
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25 | (1) |
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b Gravimetric-volumetric data |
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26 | (2) |
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28 | (2) |
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d Structure of granular soils |
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30 | (2) |
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e Strength and stiffness aspects |
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32 | (5) |
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32 | (5) |
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37 | (5) |
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42 | (4) |
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c Physical model testing strategy |
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46 | (5) |
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50 | (1) |
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51 | (1) |
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52 | (7) |
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c Boiling, heave and piping |
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59 | (10) |
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62 | (7) |
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5 Uniaxial stress and strain |
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69 | (1) |
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70 | (2) |
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c Uniaxial compressibility |
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72 | (5) |
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73 | (4) |
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6 Creep and consolidation |
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77 | (1) |
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78 | (2) |
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c One-dimensional consolidation |
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80 | (4) |
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d Multi-dimensional consolidation |
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84 | (2) |
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e Method of the transient leakage factor |
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86 | (7) |
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88 | (5) |
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7 Triaxial stress and strain |
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93 | (3) |
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96 | (1) |
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c Coefficient of earth pressure |
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97 | (2) |
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99 | (2) |
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101 | (1) |
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102 | (7) |
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104 | (5) |
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Part II METHODOLOGY AND TOOLS |
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8 Uncertainty and reliability |
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a Uncertainty in geotechnical engineering |
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109 | (7) |
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116 | (3) |
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c Eurocode 7 and the observational method |
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119 | (2) |
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d Risk approach and visualising the unseen |
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121 | (3) |
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e Risk management process: GeoQ |
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124 | (2) |
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f Expertise and experience: GeoBrain |
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126 | (7) |
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129 | (4) |
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9 Observation and prediction |
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133 | (2) |
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135 | (8) |
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c Aspects of numerical Simulation |
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143 | (6) |
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d A visco-plastic analytical element method |
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149 | (14) |
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157 | (6) |
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Part III DESIGN AND CONSTRUCTION |
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163 | (1) |
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b Slide on long slopes (micro-stability) |
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164 | (3) |
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c Slide on short slopes (macro-stability) |
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167 | (9) |
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171 | (5) |
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11 Stability of earth-retaining structures |
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176 | (3) |
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179 | (3) |
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182 | (1) |
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183 | (6) |
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184 | (5) |
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12 Footings and pile foundations |
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a Bearing capacity of footings |
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189 | (4) |
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b Bearing capacity of pile foundations |
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193 | (6) |
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c Deformation of foundations |
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199 | (2) |
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201 | (10) |
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207 | (4) |
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13 Methods of ground improvement |
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a Gravity displacement methods |
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211 | (1) |
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212 | (1) |
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213 | (5) |
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218 | (5) |
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223 | (4) |
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224 | (3) |
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14 Environmental engineering |
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a Physical-chemical characteristics of soil |
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227 | (3) |
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b Physical-chemical processes in soil |
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230 | (3) |
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c Bio-chemical processes in soil |
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233 | (1) |
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d Heat / cold transport in soil |
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234 | (5) |
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239 | (10) |
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247 | (2) |
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15 Underground engineering |
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249 | (3) |
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b Soft ground tunnel-boring techniques |
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252 | (2) |
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c A cylindrical cavity in a uniform infinite soil |
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254 | (4) |
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d A horizontal cylindrical cavity in a uniform semi-infinite soil |
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258 | (2) |
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e Tunnel boring design and construction |
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260 | (3) |
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263 | (4) |
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264 | (3) |
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267 | (4) |
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271 | (10) |
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281 | (5) |
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286 | (4) |
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290 | (5) |
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290 | (5) |
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295 | (2) |
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b History of Dutch dike engineering |
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297 | (4) |
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c Philosophy of water defence |
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301 | (8) |
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309 | (3) |
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312 | (9) |
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I Answers to the applications |
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321 | (16) |
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II Recommended literature |
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337 | (2) |
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339 | (6) |
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IV Symbols, Standards, units, keywords |
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345 | (2) |
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347 | (4) |
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351 | |