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Preface | XIII | |
1. | Constitutive Models for Geomaterials | |
1.1 | Mathematical formulation | |
On the incremental behaviour of granular soils | 3 | |
Micromechanical model for softening and dilatation of rock joints | 11 | |
On failure criteria incorporating a scalar anisotropy parameter | 19 | |
A new macroscopic approach for brittle damage: anisotropy and unilateral effect | 27 | |
A constitutive model for North Sea Chalk: application to reservoir compaction and waterflooding | 33 | |
Modelling principal stress rotation effects with multilaminate type constitutive models for clay | 41 | |
A 3-D micromechanical modeling of anisotropic damage: microcracks closure effects and coupling with friction | 49 | |
Equivalence between incremental and hypoplastic constitutive laws: pertinence of theoretical results with regard to experimental ones | 55 | |
Stress-induced anisotropy in random assemblies of oval granules | 61 | |
An advanced multilaminate model for clay | 67 | |
A constitutive model of anisotropic behavior of soft sedimentary rock | 75 | |
A constitutive model for anisotropic and strain-softening clay | 79 | |
A critical review of the State Boundary Surface concept in light of advanced constitutive modelling | 85 | |
1.2 | Experimental verification and validation | |
Experimental investigation of plane strain behavior of Georgia kaolin | 93 | |
Anisotropy of reconstituted POKO clay | 99 | |
Calibration of soil models by inverse analysis | 107 | |
Comparison of two approaches for modelling anisotropy of soft clays | 115 | |
Numerical implementation of a constitutive model based on interpolation between experimental data | 123 | |
Prediction of soil parameters using MLPBP artificial neural network | 129 | |
Importance of principal deviatoric strain increment ratios of sand | 135 | |
Enhancement of data for training neural network based constitutive models for geomaterials | 141 | |
2. | Modelling of Instability and Strain Localization in Geomaterials | |
Effect of slenderness ratio on shear banding in true triaxial tests on sand | 149 | |
Continuous and discrete analyses of failure in granular media | 155 | |
The application of a strong-discontinuity FEM to the analysis of strain localization induced by underground openings | 163 | |
Bifurcation analysis for boundary value problems involving a second gradient model | 171 | |
Application of localization concepts to discontinuous water content patterns in unsaturated media | 179 | |
Instability and strain localization analysis of elasto-viscoplastic normally and overconsolidated clays | 185 | |
Evolution of shear localization in earth pressure problems | 191 | |
Numerical analysis of toppling failures in jointed rock slopes | 197 | |
3. | Numerical Algorithms: Formulation and Performance | |
Real-time soil modeling for machine-medium interaction in virtual reality | 207 | |
Numerical integration of elastoplastic constitutive equations for geomaterials with extended hardening rules | 213 | |
Parallel finite element analysis of coupled problems | 219 | |
Performance of different finite element families in plastic limit analyses | 227 | |
Simulation of the behaviour of deep geological repositories--some computational challenges | 235 | |
Finite elements with artificial intelligence | 241 | |
Simulating the 3D stress-strain response of Canadian river sand via dynamic neuro-mechanistic approach | 247 | |
Modelling of a footing behaviour using an Adaptive Neuro-Fuzzy Inference System | 253 | |
Study of the influence of finite element mesh refinement on the calculated bearing behaviour of a piled raft | 259 | |
A study of common simplifications used in three dimensional finite element analyses | 265 | |
Computational aspects of a unified critical state model for clay and sand | 271 | |
An implicit integration algorithm for elastoplasticity of interface element | 279 | |
Adaptive neuro-fuzzy inference models for geotechnical problems | 285 | |
4. | Modelling of Transient, Coupled and Dynamic Problems | |
Numerical modeling of hydro-mechanical fracture behavior | 293 | |
A coupled erosion-stress deformation model for sand production using streamline upwind finite elements | 301 | |
A multiple-porosity model of contaminant transport in fractured soils | 311 | |
Thermo-elastic consolidation of non-homogeneous soils by boundary elements | 317 | |
Modeling of elastoplastic damage in unsaturated concrete | 323 | |
Viscous boundary for transient analyses in porous media | 329 | |
A stochastic approach with BEM for geotechnical analysis in earthquake engineerin | 337 | |
Dynamic fracturing of hard rocks by blasting | 345 | |
Computation of ground waves due to vibro-driving of piles | 353 | |
5. | Application of Numerical Techniques to Practical Problems | |
5.1 | Tunnels and underground structures | |
On a smart use of 3D-FEM in tunnelling | 361 | |
Analysis of the hydration of a bentonite seal in a deep radioactive waste repository | 367 | |
Fuzzy inference system for the safety evaluation and the reinforcement design of tunnel excavation | 373 | |
Numerical and analytical studies of the effects of compensation grouting | 379 | |
Liquefaction and dynamic FE analysis of an immersed tunnel case | 385 | |
The prediction of ultimate lateral soil pressure on shallow pipelines in trench cohesive backfill | 393 | |
Numerical modelling of underground structures taking into account the viscoplastic behaviour and rock damage | 399 | |
5.2 | Foundations, piles and anchors | |
Weathering induced subsidence of a circular foundation | 407 | |
Ultimate loads on square footings | 415 | |
On spatial averaging in reliability computations of shallow foundations | 419 | |
FEM modeling of embedded foundation-influence of depth on the settlement and the bearing capacity | 425 | |
The undrained inclined load capacity of shallow foundations after consolidation under vertical loads | 431 | |
Three-dimensional finite element analysis of combined loading of skirted foundations on non-homogeneous clay | 439 | |
Finite element limit analysis of strip footings under inclined loading | 445 | |
Behaviour of a footing on a partially saturated soil | 451 | |
A failure surface for the bearing capacity of circular footings on saturated clays | 457 | |
Dynamic soil stiffnesses for partially embedded foundations: formulation with simplified boundary differential equations | 463 | |
Bearing capacity analysis of anisotropic and strain-softening clays | 469 | |
Sensitivity analysis of nonlinear behaviour of laterally loaded piles | 475 | |
Investigation of pile group in soft clay subjected to horizontal loading--sensitivity analysis | 481 | |
Numerical analyses of a piled retaining wall--a case history | 487 | |
Semi-analytical solutions for vertically loaded piles in clay/weak rocks | 493 | |
Displacements of the anchored diaphragm walls during consolidation process | 501 | |
Pullout capacity of circular plate anchor in clay--FE analysis | 507 | |
5.3 | Excavations, slopes and embankments | |
Systematic update of a numerical model of a deep excavation using field performance data | 517 | |
Numerical simulation and stress path analyses of creep behaviour in excavation problems | 523 | |
Numerical analysis of deep excavations reinforced by piles | 529 | |
Influence of anisotropic spatial variability on slope reliability | 535 | |
SPH numerical simulation of debris flows and avalanches | 541 | |
Reliability analysis of rock slopes using theory of fuzzy sets | 547 | |
The effect of a kinematic yield surface on the predicted behaviour of an embankment | 553 | |
Stability analysis for embankments prone to uplift induced failure | 561 | |
A comparison between observed and predicted deformations of Winscar dam | 565 | |
3-D SFEM based reliability analysis of a gravity dam on layered rock | 573 | |
Comparison of the measured and computed performance of a propped diaphragm retaining wall in Egypt | 579 | |
5.4 | Simulation of laboratory/field tests | |
Numerical modelling of scale effects in bender-based pulse tests | 589 | |
Numerical interpretation of continuously cycled bender element tests | 595 | |
Effect of in-situ soil properties on piezocone penetration test measurements | 601 | |
Hypoplastic analysis of cone penetration in sands | 607 | |
Equations of pressuremeter curve with an elastic strain-softening plastic model | 613 | |
Permeability effect on pressuremeter test results | 619 | |
Importance of modelling degree of saturation: The pressuremeter test | 627 | |
5.5 | Other applications | |
Analysis of soil-structure interaction of towers under cyclic loading | 637 | |
Seismic analysis of brick masonry walls of a power substation building | 643 | |
Application of the CANAsand constitutive model to the solution of arching in cohesionless granular media | 649 | |
Injection of a micro-fine cement into a porous medium: Modelling and experimentation | 655 | |
Nonlinear FE-modeling of road base material | 661 | |
Modeling earthquake response in deep soil deposits | 667 | |
6. | Miscellaneous Topics | |
Influence of fuzzy variability on the estimation of hydraulic conductivity of transversely isotropic geomaterials | 675 | |
Settlement risk assessment: Integrating FEM and GIS | 681 | |
Dependency law for thermal evolution of preconsolidation pressure | 687 | |
Infiltration with density-dependent water retention and conductivity: Saturated vs. unsaturated conditions | 693 | |
Modelling of interaction between a snow mantel and a flexible structure using a discrete element method | 699 | |
Drying and cracking of soils: Numerical modeling | 705 | |
Author index | 713 |
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Add Numerical Models in Geomechanics : Proceedings of the 8th International Symposium Numog VIII, Rome, Italy, 10-12 April 2002, The papers in this volume reflect the current research and advances made in the application of numerical methods in geotechnical engineering. Topics include: instabilities in soil behaviour; environmental geomechanics; and hydro-mechanical coupling in pro, Numerical Models in Geomechanics : Proceedings of the 8th International Symposium Numog VIII, Rome, Italy, 10-12 April 2002 to the inventory that you are selling on WonderClubX
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Add Numerical Models in Geomechanics : Proceedings of the 8th International Symposium Numog VIII, Rome, Italy, 10-12 April 2002, The papers in this volume reflect the current research and advances made in the application of numerical methods in geotechnical engineering. Topics include: instabilities in soil behaviour; environmental geomechanics; and hydro-mechanical coupling in pro, Numerical Models in Geomechanics : Proceedings of the 8th International Symposium Numog VIII, Rome, Italy, 10-12 April 2002 to your collection on WonderClub |