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A plastic-damage model for concrete
J Lubliner, J Oliver, S Oller, E Oñate
International Journal of solids and structures 25 (3), 299-326, 1989
A constitutive model for partially saturated soils
EE Alonso, A Gens, A Josa
Géotechnique 40 (3), 405-430, 1990
A finite point method in computational mechanics. Applications to convective transport and fluid flow
E Oñate, S Idelsohn, OC Zienkiewicz, RL Taylor
International journal for numerical methods in engineering 39 (22), 3839-3866, 1996
A framework for the behaviour of unsaturated expansive clays
A Gens, EE Alonso
Canadian Geotechnical Journal 29 (6), 1013-1032, 1992
Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media
S Olivella, A Gens, J Carrera, EE Alonso
Engineering Computations: Int J for Computer-Aided Engineering 13 (7), 87-112, 1996
El método de los elementos finitos
OC Zienkiewicz
Reverté, 1981
An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
D Gallipoli, A Gens, R Sharma, J Vaunat
Géotechnique 53 (1), 123-135, 2003
Modelling the mechanical behaviour of expansive clays
EE Alonso, J Vaunat, A Gens
Engineering geology 54 (1-2), 173-183, 1999
Comparison of some finite element methods for solving the diffusion-convection-reaction equation
R Codina
Computer methods in applied mechanics and engineering 156 (1-4), 185-210, 1998
Nonisothermal multiphase flow of brine and gas through saline media
S Olivella, J Carrera, A Gens, EE Alonso
Transport in porous media 15 (3), 271-293, 1994
A general algorithm for compressible and incompressible flow—Part I. The split, characteristic‐based scheme
OC Zienkiewicz, R Codina
International Journal for Numerical Methods in Fluids 20 (8‐9), 869-885, 1995
Conceptual bases for a constitutive model for bonded soils and weak rocks
A Gens, R Nova
Geotechnical engineering of hard soils-soft rocks, 485-494, 1993
The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils
DW Hight, A Gens, MJ Symes
Geotechnique 33 (4), 355-383, 1983
A strain-based plastic viscous-damage model for massive concrete structures
R Faria, J Oliver, M Cervera
International journal of solids and structures 35 (14), 1533-1558, 1998
The particle finite element method: a powerful tool to solve incompressible flows with free‐surfaces and breaking waves
SR Idelsohn, E Oñate, FD Pin
International journal for numerical methods in engineering 61 (7), 964-989, 2004
Special probrem soils, General Report
EE Alonso
Proc. 9th European Conf. SMFE 3, 1087-1146, 1987
A stabilized finite point method for analysis of fluid mechanics problems
E Oñate, S Idelsohn, OC Zienkiewicz, RL Taylor, C Sacco
Computer Methods in Applied Mechanics and Engineering 139 (1-4), 315-346, 1996
The particle finite element method—an overview
E Oñate, SR Idelsohn, F Del Pin, R Aubry
International Journal of Computational Methods 1 (02), 267-307, 2004
Water permeability, water retention and microstructure of unsaturated compacted Boom clay
E Romero, A Gens, A Lloret
Engineering Geology 54 (1-2), 117-127, 1999
Stabilized finite element approximation of transient incompressible flows using orthogonal subscales
R Codina
Computer methods in applied mechanics and engineering 191 (39-40), 4295-4321, 2002
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