Constitutive modelling A non-associated creep model for structured anisotropic clay (n-SAC) G. Grimstad & S.A. Degago A state dependent constitutive model for sand-structure interfaces A. Lashkari Adaptive integration of hypoplasticity W. Fellin, M. Mittendorfer &A. Ostermann An anisotropic bubble model for soft clays N. Sivasithamparam, D. Kamrat-Pietraszewska & M. Karstunen An anisotropic model for structured soils G. Belokas & M. Kavvadas An examination of strain space versus stress space for the formulation of elastoplastic constitutive models K.C. Ellison, K. Soga & B. Simpson Anisotropic small strain stiffness within the multilaminate framework B. Schädlich & H.F. Schweiger Application of discontinuity layout optimization to problems involving non-associative friction A.F. Babiker, C.C. Smith & M. Gilbert Associated plasticity for nonassociated frictional materials K. Krabbenhoft, A.V. Lyamin & S.W. Sloan Comparison of methods for calculation of settlements of soft clay H.P. Jostad & S.A. Degago Effect of yield surface shape on the simulated elasto-plastic response of cohesive soils A.G. Papadimitriou, A.D. Vranna, Y.F. Dafalias & M.T. Manzari Impact of input data on soil model calibration using Genetic Algorithms D. Taborda, A. Pedro, P.A.L.F. Coelho & D. Antunes Influence of destructuration of soft clay on time-dependant settlements D.F.T. Nash Modeling liquefaction behavior of sands by means of hypoplastic model A.B. Tsegaye, F. Molenkamp, R.B.J. Brinkgreve, P.G. Bonnier, R. de Jager &V. Galavi Modeling of creep mechanism and damage of rock salt B. Leuger, K. Staudtmeister, S. Yildirim & D. Zapf Modeling static liquefaction within multilaminate framework A.B. Tsegaye, V. Galavi, R.B.J. Brinkgreve, R. de Jager, F. Molenkamp & P.G. Bonnier On the differences between the Drucker-Prager criterion and exact implementation of the Mohr-Coulomb criterion in FEM calculations J. Clausen, L. Andersen & L. Damkilde Simulation of mechanical behaviour of Toyoura sand using Severn Trent constitutive model S. Miliziano, G.M. Rotisciani & F.M. Soccodato Soil parameter identification for cyclic loading A. Papon, Z.-Y. Yin, K. Moreau, Y. Riou & P.-Y. Hicher Study of tensorial damage in a porous geomaterial M. Mozayan Kharazi, C. Arson & B. Gatmiri Time- and stress-compressibility of clays during primary consolidation S.A. Degago, H.P. Jostad, M. Olsson, G. Grimstad & S. Nordal Uncertainty and sensitivity analysis of laboratory test simulations using an elastoplastic model F. Lopez-Caballero &A. Modaressi-Farahmand-Razavi Validation of empirical formulas to derive model parameters for sands R.B.J. Brinkgreve, E. Engin & H.K. Engin Computer codes and algorithms 3D parallel computing FEA in offshore foundation design L. Andresen, H. Sturm, M. Vöge & K. Skau 70-line 3D finite deformation elastoplastic finite-element code W.M. Coombs, R.S. Crouch & C.E. Augarde A simple time stepping algorithm for material point method W.T. Solowski & D. Sheng Analysis of the stability of sheet pile walls using Discontinuity Layout Optimization S.D. Clarke, C.C. Smith & M. Gilbert Application of Discontinuity Layout Optimization to geotechnical limit analysis problems M. Gilbert, C.C. Smith, I.W. Haslam &T.J. Pritchard Enhancing solution procedures of a new numerical scheme for dynamic analysis of soil-structure interaction problems M.H. Bazyar & Ch. Song Numerical bearing capacity computation and load-displacement behavior of shallow foundations by stress level based ZEL method M. Jahanandish, M. Veiskarami &A. Ghahramani Simple quality indicators for FE analysis based on stress maps for Gauss points C. Vulpe, N. Droniuc, E. Bourgeois & Ph. Mestat The upper bound limit analysis of bearing capacity problems using the finite element method A.I.M. AL-Janabi, A.A.R. Orabi &A.Y.A. Baqir Discontinuum and particulate modelling A numerical simulation on centrifuge liquefaction model using microscopic fluid coupling scheme with Discrete Element Method Y. Shimizu &Y. Inagawa Discrete element modeling of low strength rock N.B. Yenigül & M. Alvarez Grima Effect of drying on a granular slope physical model analysed by Discrete Element Method (DEM) F. Gabrieli, S. Cola, P. Simonini & F. Calvetti Isotropic compression of cohesive-frictional particles with rolling resistance S. Luding Size effects on a virtual calibration chamber J. Butlanska, M. Arroyo &A. Gens Large deformation – large strain analysis A Coupled Eulerian-Lagrangian approach to solve geotechnical problems involving large deformations S. Henke, G. Qiu & J. Grabe Advances in meshless methods with application to geotechnics C.E. Heaney, C.E. Augarde, A.J. Deeks,W.M. Coombs & R.S. Crouch An ALE Finite Element Method for cohesionless soil at large strains: Computational aspects and applications D. Aubram, F. Rackwitz & S.A. Savidis Analysis of dynamic penetration of objects into soil layers J.P. Carter & M. Nazem Large deformation analysis of the installation of Dynamic Anchor H. Sturm & L. Andresen Modelling of installation effects of driven piles using hypoplasticity H.D. Pham, H.K. Engin, R.B.J. Brinkgreve, &A.F. van Tol Flow and consolidation A multiscale approach for the consideration of spatial groundwater flow in the stability analysis of a large excavation pit H. Montenegro & R. Kauther A numerical model for the electrokinetic treatment of natural soils with calcite F. Cattaneo, C. Jommi & G. Musso Analysis of artificial ground freezing in the Pari-Duomo platform tunnel of the Naples metro S. Papakonstantinou, E. Pimentel & G. Anagnostou Large scale hydraulic conductivity of the soil deposits of the Venezia Lagoon from numerical back-analysis E. Giacomini, F. Colleselli, F. Cattaneo, C. Jommi & G. Mayerle Numerical analyses of granulometric stability of moraine dam cores F. Federico &A. Montanaro Numerical prediction of time-dependent rock swelling based on an example of a major tunnel project in Ontario/Canada A. Kirsch &T. Marcher Some features of the coupled consolidation models used for the evaluation of the dissipation test E. Imre & P. Rózsa Steady state seepage flow through zoned earth structures affected by permeability defects F. Federico, F. Calzoletti &A. Montanaro Unsaturated soil mechanics A comparison between numerical integration algorithms for unsaturated soils constitutive models F. Cattaneo, G. Della Vecchia, C. Jommi & G. Maffioli Comparison of stress update algorithms for partially saturated soil models M. Hofmann, G. Hofstetter &A. Ostermann Modelling of the hysteretic soil–water retention curve for unsaturated soils A. Tsiampousi, L. Zdravkovic & D.M. Potts Numerical integration and analysis of equilibrium in unsaturated multiphase media R. Tamagnini, M. Mavroulidou & M.J. Gunn Artificial intelligence A genetic algorithm for solving slope stability problems: From Bishop to a free slip plane R. van der Meij & J.B. Sellmeijer Simulation of the mechanical behavior of railway ballast by intelligent computing M.A. Shahin Three dimensional site characterization model of Suurpelto (Finland) using support vector machine A. Pijush Samui &T. Länsivaara Reliability and probability analysis Evaluation of soil variability and its consequences M. Huber, P.A. Vermeer &A. Bárdossy Inverse modelling including spatial variability applied to the construction of a road embankment A. Hommels, F. Molenkamp, M. Huber & P.A. Vermeer Reliability analysis of piping in embankment dam A. Noorzad & M. Rohaninejad Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model R. Suchomel & D. Mašín Validating models against experience in foundation engineering, using the ROC curve A.M.J. Mens &A.F. van Tol Dynamic problems and Geohazards A 2.5D finite element model fo