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xiv | |
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xxii | |
| Preface |
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xxv | |
| Note to instructors |
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xxviii | |
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Introduction to geotechnical engineering |
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1 | (26) |
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1 | (1) |
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Need to study geotechnical engineering from an environmental perspective |
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2 | (1) |
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Environmental geotechnology and geoenvironmental engineering |
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3 | (1) |
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The particle-energy-field theory |
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4 | (4) |
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Particle energy field and environment |
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8 | (3) |
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Particle behavior under load |
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11 | (1) |
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Particle behavior in multimedia energy fields |
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12 | (2) |
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Justification and application of the particle-energy-field theory |
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14 | (4) |
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18 | (6) |
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Data collection and presentation |
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24 | (1) |
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25 | (2) |
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26 | (1) |
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27 | (32) |
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27 | (1) |
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Rocks and their classification |
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27 | (2) |
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29 | (1) |
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Soil texture, strata, profile, and horizon |
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30 | (4) |
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Soil consistency and indices |
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34 | (4) |
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Classification systems of soil |
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38 | (10) |
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Chemical composition of natural soils |
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48 | (1) |
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Characteristics of granular soils |
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49 | (1) |
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Silica-sesquioxide ratio (SSR) of soil-water system |
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50 | (1) |
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Identification and characterization of contaminated soils |
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51 | (4) |
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Some special types of soil and problematic soils |
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55 | (3) |
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58 | (1) |
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58 | (1) |
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59 | (30) |
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59 | (1) |
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Air-water-solid relationships |
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59 | (6) |
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Geometric relationships of granular soil systems |
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65 | (5) |
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Packings of particles and their primary structure |
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70 | (2) |
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Mechanical behavior of granular systems |
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72 | (3) |
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75 | (3) |
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Fundamentals of clay mineralogy |
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78 | (3) |
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Clay-water-electrolyte system |
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81 | (1) |
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82 | (2) |
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Homoionic, pure, and man-made soils |
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84 | (3) |
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87 | (2) |
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87 | (2) |
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Soil-water interaction in the environment |
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89 | (27) |
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89 | (1) |
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Mechanisms and reactions of soil-water interaction |
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90 | (1) |
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Structures and properties of water and water substances |
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91 | (2) |
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Shrinkage, swelling, and heat of wetting of soils |
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93 | (6) |
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Water intake ability and sorption |
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99 | (4) |
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103 | (1) |
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Ion exchange capacity and ion exchange reactions |
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104 | (2) |
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Osmotic and reversed osmotic phenomena |
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106 | (1) |
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Soil-water-air interaction in the environment |
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107 | (1) |
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Sensitivity of soil to environment |
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108 | (3) |
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Geomorphic process (aging process) of soil |
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111 | (2) |
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Bacterial attack and corrosion process |
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113 | (1) |
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114 | (2) |
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114 | (2) |
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Hydraulic conduction phenomena |
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116 | (38) |
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116 | (1) |
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Infiltration, percolation, and retention |
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116 | (2) |
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118 | (3) |
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121 | (7) |
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Stress, pressure, and energy of soil-water system |
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128 | (5) |
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133 | (3) |
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Drainage and dewatering systems |
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136 | (4) |
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Seepage flow, flow net, and free water surface |
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140 | (3) |
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143 | (3) |
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Creeping flow and mass transport phenomena |
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146 | (2) |
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Soil-water suction and diffusivity |
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148 | (2) |
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150 | (2) |
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152 | (2) |
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152 | (2) |
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Thermal and electrical properties of soils |
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154 | (37) |
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154 | (1) |
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Measurable parameters of heat |
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155 | (1) |
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Heat transfer process and soil--heat interaction |
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156 | (2) |
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Thermal conductivity and resistivity |
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158 | (6) |
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Effect of heat on engineering properties of soils |
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164 | (3) |
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Effect of heat on performance of soil-foundation system |
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167 | (3) |
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Freezing-thawing behavior of soil |
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170 | (5) |
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Electrical properties of soil |
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175 | (2) |
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Electrical behavior of soil-water system |
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177 | (2) |
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179 | (3) |
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Electrical conductivity and resistivity of soil |
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182 | (2) |
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Electrokinetic phenomena in soil-water system |
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184 | (4) |
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Thermo-electromagnetic phenomena |
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188 | (1) |
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189 | (2) |
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189 | (2) |
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Soil compaction (densification) |
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191 | (28) |
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191 | (1) |
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Unit weight and moisture content relationship |
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191 | (5) |
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Soil compaction theories and mechanisms |
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196 | (2) |
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Characteristics of compacted soil |
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198 | (3) |
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Factors affecting compacted soil |
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201 | (4) |
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205 | (2) |
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Field compaction controlling methods |
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207 | (6) |
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Field deep compaction and mass compaction |
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213 | (2) |
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Compaction by blasting techniques |
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215 | (1) |
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Soil densification by an electrical process |
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216 | (1) |
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216 | (3) |
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217 | (2) |
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Cracking-fracture-tensile behavior of soils |
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219 | (31) |
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219 | (1) |
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Soil cracking mechanisms and types |
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220 | (2) |
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222 | (2) |
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Soil cracking-fracture interaction |
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224 | (1) |
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Cracking--fracture characteristics of contaminated soils |
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225 | (1) |
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226 | (2) |
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Laboratory fracture load tests |
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228 | (1) |
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Applications of cracking--fracture data |
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229 | (2) |
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231 | (7) |
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Tensile characteristics of compacted soil |
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238 | (7) |
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Environmental factors affecting tensile strength |
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245 | (1) |
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246 | (4) |
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249 | (1) |
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Consolidation, stress distribution, and settlement |
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250 | (32) |
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250 | (1) |
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Consolidation phenomena and mechanisms |
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251 | (3) |
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Terzaghi's one-dimensional consolidation theory |
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254 | (6) |
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260 | (3) |
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Consolidation characteristics of contaminated soil deposits |
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263 | (3) |
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Vertical stress and pressure distribution |
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266 | (9) |
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275 | (1) |
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276 | (1) |
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277 | (1) |
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Settlement estimation under environmental conditions |
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278 | (2) |
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280 | (2) |
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280 | (2) |
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Stress--strain--strength of soil |
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282 | (39) |
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282 | (1) |
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Constitutive modeling of soils |
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282 | (2) |
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284 | (3) |
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Prefailure characteristics of soils |
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287 | (1) |
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287 | (3) |
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290 | (3) |
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Unconfined compression test and undrained shear strength |
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293 | (2) |
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Friction force and internal friction angle |
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295 | (1) |
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Sensitivity, creep, thixotropy, and other shear phenomena of soils |
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296 | (4) |
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Field shear strength tests |
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300 | (4) |
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Shear characteristics of granular soils |
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304 | (2) |
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Shear characteristics of normally and overconsolidated clays |
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306 | (2) |
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Residual shear strength of clay |
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308 | (5) |
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Genetic diagnosis approach for evaluation of shear strength of soil |
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313 | (5) |
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318 | (3) |
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319 | (2) |
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Dynamic properties of soil |
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321 | (31) |
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321 | (2) |
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Earthquake, earthquake loading, and measurements |
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323 | (6) |
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Liquefaction phenomena and characteristics of granular soil |
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329 | (2) |
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Liquefaction phenomena and characteristics for clay-like soil |
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331 | (4) |
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Dynamic shear characteristics of contaminated fine-grained soil |
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335 | (1) |
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Earthquake effects on structures and design considerations |
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336 | (4) |
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340 | (1) |
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Wave and current dynamics |
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341 | (2) |
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Dynamics of water surface current |
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343 | (1) |
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343 | (3) |
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346 | (1) |
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Measurement of the safe-limits under dynamic loading |
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347 | (3) |
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350 | (2) |
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351 | (1) |
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Bearing capacity of shallow foundations |
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352 | (35) |
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352 | (1) |
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Ground stability analysis |
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353 | (3) |
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Loads and allowable loads |
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356 | (1) |
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357 | (3) |
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Ultimate and allowable bearing capacity |
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360 | (2) |
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Bearing capacity determination by limit equilibrium method |
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362 | (4) |
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Bearing capacity for cohesive soils (clay) |
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366 | (2) |
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Bearing capacity determination by limit analysis method |
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368 | (1) |
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In situ measurements of bearing capacity of ground soil |
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369 | (6) |
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Building codes and special soils and rocks |
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375 | (2) |
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Inclined and eccentric loads |
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377 | (3) |
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Effect of environmental conditions on bearing capacity |
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380 | (5) |
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Techniques for improvement of weak bearing capacity ground soil |
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385 | (1) |
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385 | (2) |
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386 | (1) |
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387 | (32) |
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387 | (2) |
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Methods for analysis of lateral earth pressure |
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389 | (1) |
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Coulomb earth pressure theory (Wedge theory) |
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389 | (3) |
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Rankine earth pressure theory |
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392 | (1) |
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Earth pressure for cohesive soil -- the modified Rankine theory |
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393 | (3) |
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Culmann graphical procedures based on Coulomb theory |
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396 | (1) |
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Lateral earth pressure determined by elasticity theory |
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396 | (4) |
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Lateral earth pressure determined by semi-empirical method |
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400 | (2) |
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Wall stability and lateral environmental pressures |
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402 | (5) |
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Coefficient of earth pressure at rest (Ko) and other friction forces |
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407 | (2) |
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In situ measurements of lateral earth pressures |
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409 | (2) |
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Earth pressures around excavations and other special cases |
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411 | (5) |
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416 | (3) |
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418 | (1) |
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Earth slope stability and landslides |
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419 | (31) |
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419 | (1) |
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Factors affecting slope instability |
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419 | (1) |
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Slope failure phenomena and mechanisms |
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420 | (2) |
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Slope stability analysis methods |
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422 | (2) |
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Culmann method -- straight line failure plane |
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424 | (2) |
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Limit equilibrium method -- circular arc failure surface |
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426 | (9) |
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435 | (3) |
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Earthquake loading effects -- limit equilibrium solutions |
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438 | (1) |
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Slope stability problems solved by limit analysis methods |
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439 | (2) |
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Environmental effects on slope failures and landslides |
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441 | (5) |
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446 | (2) |
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Prevention, control, and remedial action on landslides |
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448 | (1) |
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449 | (1) |
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449 | (1) |
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Fundamentals of ground improvement systems |
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450 | (35) |
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450 | (1) |
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Load factor and environmental-load factor design criteria |
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451 | (2) |
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Structure-soil and soil-structure interactions |
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453 | (2) |
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Ground instability causes, failure modes, and classifications |
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455 | (3) |
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Ground improvement techniques |
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458 | (1) |
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Ground improvement structural systems |
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459 | (1) |
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460 | (3) |
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Sheet piling and other types of walls |
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463 | (2) |
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465 | (1) |
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Geosynthetic-reinforced soil (GRS) systems |
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466 | (2) |
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Anchors, nailing, and pins |
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468 | (1) |
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469 | (13) |
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Drilled caissons, piers, pressure injection footings, and others |
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482 | (2) |
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484 | (1) |
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484 | (1) |
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Problems in environmental geotechnology |
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485 | (33) |
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485 | (1) |
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485 | (1) |
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Coastal margins and marine deposits |
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486 | (3) |
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Saltwater intrusion, estuaries, and greenhouse effects |
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489 | (3) |
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492 | (2) |
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Ground surface subsidence |
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494 | (3) |
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Arid land and desert region |
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497 | (4) |
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Dredging technology and reclaimed land |
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501 | (1) |
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Municipal solid wastes and landfill technology |
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501 | (4) |
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Hazardous and radioactive waste |
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505 | (3) |
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508 | (3) |
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Waste control facilities (containment systems) |
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511 | (3) |
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Environmental geotechnology perspective |
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514 | (2) |
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516 | (2) |
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516 | (2) |
| References |
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518 | (21) |
| Index |
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539 | |