Preface |
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xi | |
About the Author |
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xiii | |
Notation Index |
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xv | |
About the Companion Website |
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xxi | |
Part I Fundamentals of Soil Mechanics |
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1 | (200) |
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1 Classification and Physical Properties of Soils |
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3 | (38) |
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3 | (1) |
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1.1 Agricultural and engineering soil |
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3 | (2) |
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5 | (2) |
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7 | (2) |
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1.4 Field identification of soil |
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9 | (1) |
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1.5 Soil classification laboratory testing |
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10 | (12) |
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1.6 Soil classification and description |
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22 | (5) |
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27 | (10) |
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37 | (4) |
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2 Permeability and Flow of Water in Soils |
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41 | (46) |
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41 | (1) |
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41 | (2) |
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2.2 Flow of water through soils |
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43 | (2) |
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2.3 Darcy's law of saturated flow |
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45 | (1) |
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2.4 Coefficient of permeability, k |
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45 | (1) |
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2.5 Determination of permeability in the laboratory |
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45 | (4) |
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2.6 Determination of permeability in the field |
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49 | (3) |
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2.7 Approximation of coefficient of permeability |
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52 | (1) |
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2.8 General differential equation of flow |
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53 | (1) |
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2.9 Potential and stream functions |
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54 | (1) |
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55 | (5) |
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2.11 Critical flow conditions |
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60 | (4) |
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2.12 Design of soil filters |
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64 | (1) |
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2.13 Capillarity and unsaturated soils |
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65 | (5) |
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70 | (4) |
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2.15 Seepage through non-uniform soil deposits |
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74 | (9) |
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83 | (4) |
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87 | (28) |
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87 | (1) |
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3.1 State of stress in a soil mass |
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87 | (6) |
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93 | (1) |
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93 | (1) |
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94 | (3) |
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3.5 Undrained and drained conditions in a soil |
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97 | (1) |
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3.6 Stresses induced by applied loads |
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97 | (15) |
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112 | (3) |
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4 Shear Strength of Soils |
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115 | (52) |
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115 | (1) |
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4.1 Shear strength of soil |
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115 | (11) |
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4.2 Determination of the shear strength parameters |
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126 | (21) |
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4.3 The pore pressure coefficients A and B |
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147 | (7) |
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4.4 Behaviour of soil during shearing |
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154 | (4) |
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4.5 Operative strengths of soils |
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158 | (2) |
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160 | (1) |
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4.7 Residual strength of soil |
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161 | (2) |
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163 | (4) |
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5 Stress Paths and the Critical State |
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167 | (34) |
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167 | (1) |
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5.1 Stress paths in two-dimensional space |
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167 | (8) |
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5.2 Stress paths in three-dimensional space |
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175 | (1) |
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5.3 Isotropic consolidation |
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176 | (2) |
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5.4 Stress paths in the triaxial apparatus |
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178 | (4) |
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5.5 Introduction to critical state soil mechanics |
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182 | (3) |
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5.6 Undrained and drained planes |
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185 | (5) |
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190 | (7) |
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5.8 Residual and critical strength states |
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197 | (1) |
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197 | (4) |
Part II Geotechnical Codes and Standards and Site Investigation |
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201 | (74) |
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203 | (38) |
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203 | (3) |
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203 | (1) |
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6.2 Introduction to the Eurocodes |
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204 | (2) |
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Section A: Eurocode 7 - first generation (EN 1997:2004 and 2007) |
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206 | (17) |
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6.3 Eurocode 7 - first generation |
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206 | (1) |
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6.4 Geotechnical design by calculation |
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207 | (6) |
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6.5 Ultimate limit states |
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213 | (1) |
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214 | (4) |
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6.7 The GEO limit state and design approaches |
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218 | (5) |
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6.8 Serviceability limit states |
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223 | (1) |
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6.9 Geotechnical design report |
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223 | (1) |
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Section B: Eurocode 7 - second generation (EN 1997: 202x) |
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223 | (18) |
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6.10 Eurocode 7 - second generation |
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223 | (1) |
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6.11 Basis of structural and geotechnical design - EN 1990:202x |
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224 | (4) |
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6.12 Design of a geotechnical structure - EN 1997: Parts 1, 2 and 3 (202x) |
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228 | (3) |
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6.13 Verification by the partial factor method |
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231 | (6) |
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6.14 Execution, Monitoring and Reporting |
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237 | (4) |
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241 | (34) |
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241 | (1) |
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7.1 Eurocode 7 and execution standards |
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242 | (1) |
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7.2 Planning of ground investigations |
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242 | (4) |
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7.3 Site exploration methods |
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246 | (5) |
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7.4 Soil and rock sampling |
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251 | (8) |
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7.5 Groundwater measurements |
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259 | (2) |
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7.6 Field tests in soil and rock |
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261 | (9) |
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270 | (3) |
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273 | (2) |
Part III Advanced Soil Mechanics and Applications |
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275 | (394) |
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277 | (44) |
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277 | (1) |
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8.1 Earth pressure at rest |
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277 | (1) |
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8.2 Active and passive earth pressure |
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278 | (1) |
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8.3 Rankine's theory: granular soils, active earth pressure |
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279 | (7) |
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8.4 Rankine's theory: granular soils, passive earth pressure |
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286 | (1) |
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8.5 Rankine's theory: cohesive soils |
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287 | (4) |
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8.6 Coulomb's wedge theory: active earth pressure |
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291 | (6) |
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8.7 Coulomb's wedge theory: passive earth pressure |
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297 | (4) |
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301 | (6) |
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8.9 Choice of method for determination of active pressure |
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307 | (1) |
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308 | (6) |
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8.11 Influence of wall yield on design |
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314 | (1) |
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8.12 Design parameters for different soil types |
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315 | (3) |
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318 | (3) |
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321 | (52) |
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321 | (1) |
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9.1 Main types of retaining structures |
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321 | (1) |
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322 | (2) |
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324 | (1) |
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9.4 Design of retaining structures |
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325 | (4) |
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9.5 Design of gravity retaining walls |
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329 | (19) |
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9.6 Design of sheet pile walls |
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348 | (16) |
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364 | (3) |
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367 | (1) |
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368 | (1) |
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369 | (4) |
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10 Bearing Capacity and Shallow Foundations Design |
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373 | (46) |
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373 | (1) |
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10.1 Bearing capacity terms |
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373 | (1) |
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374 | (1) |
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10.3 Ultimate bearing capacity of a foundation |
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374 | (9) |
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10.4 Determination of the safe bearing capacity |
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383 | (1) |
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10.5 The effect of groundwater on bearing capacity |
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383 | (1) |
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10.6 Developments in bearing capacity equations |
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384 | (6) |
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10.7 Designing spread foundations to Eurocode 7 (first generation) |
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390 | (17) |
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10.8 Designing spread foundations to Eurocode 7 (second generation) |
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407 | (3) |
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10.9 Non-homogeneous soil conditions |
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410 | (1) |
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10.10 Estimates of bearing capacity from in situ testing |
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410 | (6) |
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416 | (3) |
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419 | (44) |
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419 | (1) |
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419 | (1) |
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11.2 Classification of piles |
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419 | (1) |
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11.3 Method of installation |
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420 | (4) |
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424 | (2) |
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11.5 Determination of the bearing resistance of a pile |
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426 | (9) |
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435 | (3) |
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11.7 Designing pile foundations to Eurocode 7 (first generation) |
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438 | (9) |
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11.8 Designing pile foundations to Eurocode 7 (second generation) |
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447 | (11) |
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11.9 Piles subjected to additional, non-compressive loadings |
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458 | (1) |
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459 | (4) |
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12 Foundation Settlement and Soil Compression |
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463 | (42) |
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463 | (1) |
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12.1 Settlement of a foundation |
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463 | (1) |
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12.2 Immediate settlement |
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464 | (11) |
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12.3 Consolidation settlement |
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475 | (11) |
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12.4 Application of consolidation test results |
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486 | (1) |
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12.5 General consolidation |
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487 | (1) |
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488 | (8) |
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12.7 Eurocode 7 serviceability limit state |
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496 | (2) |
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12.8 Stress paths in the oedometer |
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498 | (1) |
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12.9 Stress path for general consolidation |
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499 | (2) |
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501 | (4) |
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13 Rate of foundation settlement |
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505 | (36) |
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505 | (1) |
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13.1 Analogy of consolidation settlement |
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505 | (1) |
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13.2 Distribution of the initial excess pore pressure, ui |
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506 | (1) |
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13.3 Terzaghi's theory of consolidation |
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506 | (4) |
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13.4 Average degree of consolidation |
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510 | (1) |
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13.5 Drainage path length |
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511 | (1) |
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13.6 Determination of the coefficient of consolidation, cv, from the consolidation test |
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511 | (2) |
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13.7 Determination of the permeability coefficient from the consolidation test |
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513 | (1) |
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13.8 Determination of the consolidation coefficient from the triaxial test |
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513 | (3) |
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13.9 The model law of consolidation |
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516 | (1) |
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13.10 Consolidation during construction |
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517 | (3) |
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13.11 Consolidation by drainage in two and three dimensions |
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520 | (1) |
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13.12 Numerical determination of consolidation rates |
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520 | (6) |
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13.13 Construction pore pressures in an earth dam |
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526 | (2) |
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13.14 Numerical solutions for two- and three- dimensional consolidation |
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528 | (3) |
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13.15 Wick, or prefabricated vertical, drains |
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531 | (6) |
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13.16 Preconsolidation by surface loading |
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537 | (1) |
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537 | (4) |
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541 | (50) |
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541 | (1) |
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542 | (5) |
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547 | (25) |
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14.3 Slope stability design charts |
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572 | (4) |
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576 | (2) |
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14.5 Slope stability assessment to Eurocode 7 |
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578 | (8) |
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586 | (5) |
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15 Soil Compaction, Highway Foundation Design and Ground Improvement |
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591 | (36) |
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591 | (1) |
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15.1 Field compaction of soils |
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591 | (2) |
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15.2 Laboratory compaction of soils |
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593 | (8) |
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15.3 Specification of the field compacted density |
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601 | (2) |
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15.4 Field measurement tests |
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603 | (3) |
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606 | (9) |
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15.6 Subgrade improvement through soil stabilisation |
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615 | (1) |
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15.7 The moisture condition value, MCV |
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616 | (5) |
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15.8 Ground improvement techniques |
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621 | (3) |
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15.9 Environmental geotechnics |
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624 | (1) |
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624 | (3) |
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16 An Introduction to Constitutive Modelling in Geomechanics |
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627 | (42) |
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627 | (1) |
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627 | (1) |
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16.2 Stress-strain behaviour |
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628 | (1) |
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16.3 Selecting the most appropriate constitutive model |
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629 | (2) |
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16.4 Linear elasticity theory |
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|
631 | (8) |
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16.5 Rigid plasticity theory |
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639 | (1) |
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16.6 Elastoplasticity theory |
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640 | (23) |
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663 | (6) |
Index |
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669 | |