Page 395 - Numerical Analysis and Modelling in Geomechanics

376 INDEX
cover layer 75 genetic algorithm 38
cross anisotropic soil behaviour 86 geologic data 240
current study 134 geologic overview 238
geometry 71
data 240 geomorphologic overview 238
data preparation 206 geostatic field 339
deficiencies in compressed air tunnelling geotechnic data 240
28 geotechnical problems 165
deflection model 8 GFEM-WSSI 63, 66, 84
design analysis 300 governing equations 33, 326
designing for compressed air 28 granular deposit 174
direct solution technique 167 ground 26
discretisation 257, 258 ground condition 211
discussion 15, 52 ground motion modelling 254
displacements 204 ground shaking 263
driving model 145 ground to air permeability 27
ground wave applications 155
earthquake catalogue 223 ground wave modelling 155
effective stress 325 ground waves 129
elastic back analysis 166, 177 group shadowing effect 288
elastic-plastic constitutive model 332
elasto-plastic calculations 180 hammers 132, 133
element verification 136 hazard analysis 221
equations 33 historical perspectives 319
equations of motion 255 historical well failures 342
evaluation 193, 206 humans 133
example computation 341
experimental study 25 identification 225
extended Bayesian method 197, 199 impact driving 145, 149
impact driving model 145
feedback system 202 impact hammers 129, 141
field operational history 346 implementation 260
field test data 302, 304, 308 increasing air pressure 47
field-scale model 343, 347 increasing suction 50
final remarks 312 infinite element models 135
finite element discretization 328 infinite elements 137
finite element model 59, 63, 135 initial geostatic field 339
finite element program 10 input data requirements 335
finite soil layer 286 introduction 1, 25, 102, 129, 165, 197, 220,
Flintwick 149, 152 254, 278, 316
fluid-filled rock 330 inverse method 166
formulation 199 issues 260
framework 202 Italy 263
free surface ground motion 270
laboratory tests 45
gas main 158 lateral load distribution 295
general loading conditions 296 limiting pile-soil stresses 287