Page 396 - Numerical Analysis and Modelling in Geomechanics

INDEX 377
linear constitutive theory 330 permeability 27
linear momentum balance 324 petroleum industry 317
linearization of variational forms 328 PGROUPN 285
load distribution 284, 293, 295 PGROUPN method of analysis 285
loading conditions 296 physical domain 257
pile domain 287
M66 145 pile driving 129
mass balance 326 pile group analysis 278
massive structure 270 pile group settlement 293
material requirements 6 pile group(s) 278, 284, 296
mathematical formulation 255 pile-soil stresses 287
measured displacements 204 pipe geometry 71
measurement 212 pipe interaction 65
mechanics of porous media 323 plane brickwork wall 157
method demonstration 263 pore pressure 337
mitigation of well damage 359 pore pressure distribution 84
model identification 198, 214 pore-air pressure control 47
model parameters 214 pore-water pressure control 46
model parameters 201, 202 porous media 323
modelling 26, 129, 254 portal frame 155
modelling casing damage 340 practical application 248
modelling failure 340 pressure control 46, 47
modelling rock discontinuities 339 probabilistic back analysis 169
models 228, 232 problem formulation 38
momentum balance 324 proposed scheme 206
multi-layer soil profiles 286
QUAD4M program 235
non-linear constitutive model 332
non-linear soil behaviour 289 railway viaduct 300
North London railway viaduct 300 recent developments 262
numerical analysis 42 rectangular steel portal frame 155
numerical comparison 42 references 22, 57, 98, 162, 195, 218, 251,
numerical method 202, 278 275, 313, 361
numerical model 31, 32 reservoir compaction 316, 317
numerical modelling 26, 220 reservoir geology 341
numerical procedure 64 reservoir subsidence 316, 317
numerical results 15, 290 response parameters 242
numerical solution 34 response spectra 225
numerical study 25 results 52
rock deformation 337
objectives 134 rock discontinuities 339
one-dimensional model 228 rock mass 185
rubble mound 94
parameter estimation 197, 208, 216
parameter identification 36 saturated soil 50
perimeter walls 36 scale 321
permanently bent tubing 358 seabed interaction 59, 63, 65, 83