Numerical models in geomechanics / Численные модели в геомеханике

1. CONSTITUTIVE MODELS FOR GEOMATERIALS
1.1 Mathematical formulation
On the incremental behaviour of granular soils F Calvetti, C. Tamagnini & G. Viggiani
Micromechanical model for softening and dilatation of rock joints A. Misra
On failure criteria incorporating a scalar anisotropy parameter D. Lydzba & S. Pietruszczak
A new macroscopic approach for brittle damage: anisotropy and unilateral effect H. Welemane & F. Cormery
A constitutive model for North Sea Chalk: application to reservoir compaction and waterflooding R. Charlier, F. Collin, C. Schroeder, P. Illing, P. Delage, Y.J. Cui & V De Gennaro
Modelling principal stress rotation effects with multilaminate type constitutive models for clay H.P. Neher, M. Cudny, C. Wiltafsky & H.F. Schweiger
A3-D micromechanical modeling of anisotropic damage: microcracks closure effects and coupling with friction V Pensee & D. Kondo
Equivalence between incremental and hypoplastic constitutive laws: pertinence of theoretical results with regard to experimental ones P. Royis
Stress-induced anisotropy in random assemblies of oval granules H.M. Shodja & E.G. Nezami
An advanced multilaminate model for clay C. Wiltafsky, S. Messerklinger & H.F. Schweiger
A constitutive model of anisotropic behavior of soft sedimentary rock T. Adachi, S. Kimoto, F. Oka & H. Kobayashi
A constitutive model for anisotropic and strain-softening clay L. Andresen & H.P. Jostad
A critical review of the State Boundary Surface concept in light of advanced constitutive modelling A. Amorosi & M. Kavvadas

I.2 Experimental verification and validation
Experimental investigation of plane strain behavior of Georgia kaolin D. Peric & C. Hwang
Anisotropy of reconstituted POKO clay M. Koskinen, R. Zentar & M. Karstunen
Calibration of soil models by inverse analysis M. Calvello & R.J. Finno
Comparison of two approaches for modelling anisotropy of soft clays R. Zentar, M. Karstunen, C. Wiltafsky, H.F. Schweiger & M. Koskinen
Numerical implementation of a constitutive model based on interpolation between experimental data A.H.C. Chan, P.C.F. Ng, K. Nesnas & G. Leach
Prediction of soil parameters using MLPBP artificial neural network M. Oulapour & F. Dadfar
Importance of principal deviatoric strain increment ratios of sand K. Suzuki
Enhancement of data for training neural network based constitutive models for geomaterials H.S. Shin & G.N. Pande
2.MODELLING OF INSTABILITY AND STRAIN LOCALIZATION IN GEOMATERIALS
Effect of slenderness ratio on shear banding in true triaxial tests on sand P V Lade & Q. Wang
Continuous and discrete analyses of failure in granular media F Darve, F Laouafa & G. Servant
The application of a strong-discontinuity FEM to the analysis of strain localization induced by underground openings C. Callari
Bifurcation analysis for boundary value problems involving a second gradient model J.C. Moullet & R. Chambon
Application of localization concepts to discontinuous water content patterns in unsaturated media J. Vaunat, A. Gens & I. Pontes Filho
Instability and strain localization analysis of elasto-viscoplastic normally and overconsolidated clays F Oka, Y. Higo & S. Kimoto
Evolution of shear localization in earth pressure problems J. Tejchman
Numerical analysis of toppling failures in jointed rock slopes V De Gennaro, J. Sulem & M. Cerrolaza
3.NUMERICAL ALGORITHMS: FORMULATION AND PERFORMANCE
Real-time soil modeling for machine-medium interaction in virtual reality J. Ghaboussi, Y.M.A. Hashash & V Kindratenko
Numerical integration of elastoplastic constitutive equations for geomaterials with extended hardening rules C. Tamagnini, R. Castellanza & R. Nova
Parallel finite element analysis of coupled problems I.M. Smith & L. Margetts
Performance of different finite element families in plastic limit analyses M.M. Farias, L. Santos da Silva & C.L. Sahlit
Simulation of the behaviour of deep geological repositories - some computational challenges PJ. Cleall, H.R. Thomas, T.A. Melhuish & D.H. Owen
Finite elements with artificial intelligence G.N. Pande & H.S. Shin
Simulating the 3D stress-strain response of Canadian river sand via dynamic neuro-mechanistic approach Y.M. Najjar & X. Zhang
Modelling of a footing behaviour using an Adaptive Neuro-Fuzzy Inference System A. Musso, P. Provenzano & S. Ferlisi
Study of the influence of finite element mesh refinement on the calculated bearing behaviour of a piled raft O. Reul & M.F. Randolph
A study of common simplifications used in three dimensional finite element analyses F.C. Schroeder, T.I. Addenbrooke & D.M. Potts
Computational aspects of a unified critical state model for clay and sand C.D. Khong & H.S. Yu
An implicit integration algorithm for elastoplasticity of interface element F. Cai & K. Ugai
Adaptive neuro-fuzzy inference models for geotechnical problems M.S. Rahman & J. Wang
4. MODELLING OF TRANSIENT, COUPLED AND DYNAMIC PROBLEMS
Numerical modeling of hydro-mechanical fracture behavior C. Guiducci, A. Pellegrino, J.P. Radu, F. Collin & R. Charlier
A coupled erosion-stress deformation model for sand production using streamline upwind finite elements R.G. Wan & J. Wang
A multiple-porosity model of contaminant transport in fractured soils A. El-Zein
Thermo-elastic consolidation of non-homogeneous soils by boundary elements A. El-Zein
Modeling of elastoplastic damage in unsaturated concrete F Bourgeois, N. Burlion & J.F. Shao
Viscous boundary for transient analyses in porous media F.Z. Zerfa & B. Loret
A stochastic approach with BEM for geotechnical analysis in earthquake engineerin C. Cherubini & G. Vessia

Dynamic fracturing of hard rocks by blasting A.D.R. Lima, C. Romanel & D.M. Roehl
Computation of ground waves due to vibro-driving of piles A.R. Selby
5. APPLICATION OF NUMERICAL TECHNIQUES TO PRACTICAL PROBLEMS
5.1    Tunnels and underground structures
On a smart use of 3D-FEM in tunnelling P.A. Vermeer, P.G. Bonnier & S.C. Moller
Analysis of the hydration of a bentonite seal in a deep radioactive waste repository J. Vaunat & A. Gens
Fuzzy inference system for the safety evaluation and the reinforcement design of tunnel excavation C.Y. Kim & C.H. Park
Numerical and analytical studies of the effects of compensation grouting C. Kummerer, J. Gollegger, H.F. Schweiger, C. Gonzalez & C. Sagaseta
Liquefaction and dynamic FE analysis of an immersed tunnel case J.M. Middelkamp, J. Herbschleb & U.F.A. Karim
The prediction of ultimate lateral soil pressure on shallow pipelines in trench cohesive backfill P.C.F. Ng, I.C. Pyrah & W.F. Anderson
Numerical modelling of underground structures taking into account the viscoplastic behaviour and rock damage F Pellet, A. Hajdu, M. Boulon, F. Besnus & F. Deleruyelle
5.2    Foundations, piles and anchors
Weathering induced subsidence of a circular foundation R. Castellanza, R. Nova & C. Tamagnini
Ultimate loads on square footings R. L. Michalowski & E.M. Dawson
On spatial averaging in reliability computations of shallow foundations W. Pu la
FEM modeling of embedded foundation-influence of depth on the settlement and the bearing capacity P Mestat
The undrained inclined load capacity of shallow foundations after consolidation under vertical loads M.F. Bransby
Three-dimensional finite element analysis of combined loading of skirted foundations on non-homogeneous clay S. Gourvenec & M.F. Randolp 
Finite element limit analysis of strip footings under inclined loading M. Hjiaj, A.V Lyamin & S.W Sloan
Behaviour of a footing on a partially saturated soil K. Georgiadis, D.M. Potts & L. Zdravkovic

A failure surface for the bearing capacity of circular footings on saturated clays H.A. Taiebat & J.P. Carter
Dynamic soil stiffnesses for partially embedded foundations: formulation with simplified boundary differential equations T. Nogami & H.S. Chen
Bearing capacity analysis of anisotropic and strain-softening clays H.P. Jostad & L. Andresen
Sensitivity analysis of nonlinear behaviour of laterally loaded piles B.B. Budkowska & D. Suwarno
Investigation of pile group in soft clay subjected to horizontal loading - sensitivity analysis B.B. Budkowska & D.G. Priyanto
Numerical analyses of a piled retaining wall - a case history V Vukadin, V Jovicic & J. Likar
Semi-analytical solutions for vertically loaded piles in clay/weak rocks J.R. Omer, R. Delpak & R.B. Robinson
Displacements of the anchored diaphragm walls during consolidation process J.M. Dtuzewski & K. Ciuhak
Pullout capacity of circular plate anchor in clay - FE analysis Z. Mehryar, Y Hu & M.F. Randolph
5.3 Excavations, slopes and embankments
Systematic update of a numerical model of a deep excavation using field performance data Y.M.A. Hashash, J. Ghaboussi, S. Jung & C. Marulanda
Numerical simulation and stress path analyses of creep behaviour in excavation problems R.B.J. Brinkgreve
Numerical analysis of deep excavations reinforced by piles Ch. Moormann & R. Katzenbach
Influence of anisotropic spatial variability on slope reliability M.A. Hicks & K. Samy
SPH numerical simulation of debris flows and avalanches M.X. Rodriguez-Paz & J. Bonet
Reliability analysis of rock slopes using theory of fuzzy sets G. Habibagahi & R. Shahgholian
The effect of a kinematic yield surface on the predicted behaviour of an embankment A. Grammatikopoulou, L. Zdravkovic & D.M. Potts
Stability analysis for embankments prone to uplift induced failure A.R. Koelewijn & M.A. Van
A comparison between observed and predicted deformations of Winscar dam N. Kovacevic, P.R. Vaughan & D.M. Potts
3-D SFEM based reliability analysis of a gravity dam on layered rock Q-X. Wu, E. Evgin & K-Z. Zhao
Comparison of the measured and computed performance of a propped diaphragm retaining wall in Egypt FM. El-Nahhas & M.M. Morsy

5.4    Simulation oflaboratory/field tests
Numerical modelling of scale effects in bender-based pulse tests M. Arroyo, L. Medina & D. Muir Wood
Numerical interpretation of continuously cycled bender element tests 5. Hardy, L. Zdravkovic & D.M. Potts
Effect of in-situ soil properties on piezocone penetration test measurements M.Y. Abu-Farsakh & M.T. Tumay
Hypoplastic analysis of cone penetration in sands W. Huang, S.W Sloan & D. Sheng
Equations of pressuremeter curve with an elastic strain-softening plastic model C. Dano &P.Y. Hicher
Permeability effect on pressuremeter test results D. Rangeard, R. Zentar, P.Y. Hicher & G. Moulin
Importance of modelling degree of saturation: the pressuremeter test D. Gallipoli, S.J. Wheeler & M. Karstunen
5.5    Other applications
Analysis of soil-structure interaction of towers under cyclic loading C. di Prisco, R. Nova & A. Sibilia
Seismic analysis of brick masonry walls of a power substation building V Gocevski, S. Pietruszczak & R. Ushaksaraei
Application of the CANAsand constitutive model to the solution of arching in cohesionless granular media H.B. Poorooshasb & A. Noorzad
Injection of a micro-fine cement into a porous medium: modelling and experimentation F Bouchelaghem & L. Vulliet
Nonlinear FE-modeling of road base material J. Olsson & N.-E. Wiberg
Modeling earthquake response in deep soil deposits R.P. Ray
6.    MISCELLANEOUS TOPICS
Influence of fuzzy variability on the estimation of hydraulic conductivity of transversely isotropic geomaterials M.Hanss &A.P.S. Selvadurai
Settlement risk assessment: integrating FEM and GIS J.K. Haasnoot & H.D. Netzel
Dependency law for thermal evolution of preconsolidation pressure C. Cekerevac, L. Laloui & L. Vulliet
Infiltration with density-dependent water retention and conductivity: saturated vs. unsaturated conditions J.R. McDougall & I.C. Pyrah

Modelling of interaction between a snow mantel and a flexible structure using a discrete element method F. Nicot, M. Gay, B. Boutillier & F. Darve
Drying and cracking of soils: numerical modeling PC. Prat, A. Ledesma & L. Cabeza