Mandel's problem revisited, pp.187-195 ,
Density, porosity and compaction of sedimentary rocks, Bulletin of the American Association of Petroleum Geologists, vol.14, 1930. ,
Introduction to the mechanics of soils and foundations, p.337, 1993. ,
Etude du comportement macroscopique d'un milieu poreux saturé déformable, Journal de Mécanique, vol.16, issue.4, pp.575-603, 1977. ,
Finite Element Procedures in Engineering Analysis, Journal of Pressure Vessel Technology, vol.106, issue.4, 1982. ,
DOI : 10.1115/1.3264375
Finite element formulations for large deformation dynamic analysis, International Journal for Numerical Methods in Engineering, vol.7, issue.2, pp.353-386, 1975. ,
DOI : 10.1002/nme.1620090207
Introduction to modelling of transport in porous media, 1990. ,
General Theory of Three???Dimensional Consolidation, Journal of Applied Physics, vol.12, issue.2, pp.155-164, 1941. ,
DOI : 10.1063/1.1712886
URL : https://hal.archives-ouvertes.fr/hal-01368635
Theory of Elasticity and Consolidation for a Porous Anisotropic Solid, Journal of Applied Physics, vol.26, issue.2, pp.182-185, 1955. ,
DOI : 10.1063/1.1721956
URL : https://hal.archives-ouvertes.fr/hal-01368659
Variational Lagrangian-thermodynamics of nonisothermal finite strain mechanics of porous solids and thermomolecular diffusion, International Journal of Solids and Structures, vol.13, issue.6, pp.579-597, 1977. ,
DOI : 10.1016/0020-7683(77)90031-2
URL : https://hal.archives-ouvertes.fr/hal-01368304
Formulation d'une loi élastoplastique pour un milieu poreux saturé en transformation finie, C.R.Acad.Sci.Paris, t, vol.321, pp.175-182, 1995. ,
Consolidation of a nonlinear poroelastic layer in finite deformations, Eur, J. Mechanics A/Solids, vol.15, pp.4575-598, 1996. ,
URL : https://hal.archives-ouvertes.fr/hal-00111512
Elastoplastic porous media at large strains : thermodynamic approach of the constitutive law and numerical resolution, Computational plasticity, Fundamentals and applications, pp.901-906, 1997. ,
Prise en compte des non-lin??arit??s g??om??triques dans la mod??lisation de la compaction des s??diments, Revue de l'Institut Fran??ais du P??trole, vol.52, issue.1, 1997. ,
DOI : 10.2516/ogst:1997002
Theory of mixtures, Continuum physics, 1976. ,
Formulation du critère de rupture d'un milieu poreux, CRAcad.Sci. Paris, t, vol.319, pp.1-7, 1994. ,
The constitutive equations of finite strain poroelasticity in the light of a homogenization approach, 1997. ,
Deformation of soft clay, 1967. ,
On the generalized stress-strain behaviour of wet clay, in Engineering plasticity, 1968. ,
A note on the response to simple shear of elasto-plastic materials with isotropic hardening, Eur.}. Mech. A/Solids, vol.10, pp.1-13, 1991. ,
Example of poroplastic model : the Cam-Clay model, Mechanics of porous media, 1995. ,
A direct boundary element method for plane strain poroelasticity, International Journal for Numerical and Analytical Methods in Geomechanics, vol.16, issue.5, pp.551-572, 1988. ,
DOI : 10.1002/nag.1610120508
Sur les couplages entre comportement mécanique et processus de transfert de masse dans le sel gemme, 1996. ,
Thermodynamics of saturated porous solids in finite deformation, Eur. J. Mech. A/Solids, vol.8, pp.1-14, 1989. ,
Mechanics of porous continua, 1995. ,
Common misunderstandings in finite deformation anisotropic plasticity, Computational plasticity, Fundamentals and applications, 1997. ,
The plastic spin concept and a simple illustration of its role in finite plastic transformations, Mechanics of Materials, vol.3, issue.3, pp.223-233, 1984. ,
DOI : 10.1016/0167-6636(84)90021-8
The Plastic Spin, Journal of Applied Mechanics, vol.52, issue.4, pp.865-871, 1985. ,
DOI : 10.1115/1.3169160
Variational formulation of a thermoporomechanical problem, Mechanics of porous media, Charlez, pp.139-156, 1995. ,
Drainage and drying of deformable porous materials : ID case study, Proceedings oflUTAM Symposium on Mechanics of granular and porous materials ,
Zur Untersuchung der Rotations-und Spannungsgeschwindigkeit in sich deformierenden K???rpern, Acta Mechanica, vol.80, issue.IIa, pp.217-323, 1979. ,
DOI : 10.1007/BF01379008
Introduction à la mécanique des milieux poreux, 1994. ,
Approche variationnelle en poroélasticité, C. R. Acad. Sei. Paris, t, vol.315, pp.407-412, 1992. ,
Porous Media, Fluid Transport and pore structure, 1992. ,
Simple shear at finite strains of anisotropic plastic solids, Eur. }. Mech. AlSolids, vol.13, pp.6783-792, 1994. ,
Equations et phénomènes de surface pour l'écoulement dans un modèle de milieu poreux, Journal de mécanique, vol.14, 1975. ,
The Theory of One-Dimensional Consolidation of Saturated Clays, G??otechnique, vol.17, issue.3, pp.17261-263, 1967. ,
DOI : 10.1680/geot.1967.17.3.261
Descriptions thermomécaniques de milieux à plusieurs constituants et application aux milieux poreux saturés, Thèse de doctorat d'Etat es sciences physiques, 1987. ,
Description des sols saturés par une méthode d'homogénéisation, in Manuel de rhéologie des géomatériaux, p.402, 1987. ,
Sur les référentiels locaux objectifs en mécanique des milieux continus, C.RAcad. Sei. Paris, t.318, série H, pp.1153-1159, 1994. ,
THICKNESS AND CONSOLIDATION OF DEEP-SEA SEDIMENTS, Geological Society of America Bulletin, vol.70, issue.11, pp.1399-1424, 1959. ,
DOI : 10.1130/0016-7606(1959)70[1399:TACODS]2.0.CO;2
Gravitational compaction of clays and shales, American Journal of Science, vol.5, issue.184, p.184, 1936. ,
DOI : 10.2475/ajs.s5-31.184.241
Role of fluid pressure in mechanics of overthrust faulting, I.Mechanics of fluid-filled porous solids and its application to overthrust faulting, pp.115-166, 1959. ,
Modélisation de la compaction dans les bassins sédimentaires : approche mécanique, p.256, 1997. ,
Elastic-Plastic Deformation at Finite Strains, Journal of Applied Mechanics, vol.36, issue.1, pp.1-6, 1969. ,
DOI : 10.1115/1.3564580
On the choice of elastic parameters for sand, International Journal for Numerical and Analytical Methods in Geomechanics, vol.1, issue.3, pp.285-292, 1985. ,
DOI : 10.1002/nag.1610090308
On finite deformation dynamic analysis of saturated soils, Arch. Mech, vol.48, issue.2, pp.281-310, 1996. ,
Large strain static and dynamic semisaturated soil behaviour, International Journal for Numerical and Analytical Methods in Geomechanics, vol.10, issue.2, pp.81-106, 1995. ,
DOI : 10.1002/nag.1610190203
Thermodynamics of Mixtures of Fluids, Journal de Mécanique, vol.14, issue.2, pp.267-303, 1975. ,
DOI : 10.1007/978-1-4684-0447-0_3
Mécanique des milieux continus, t.l: concepts fondamentaux, 1988. ,
The appropriate corotational rate, exact formula for the plastic spin and constitutive model for finite elastoplasticity, International Journal of Solids and Structures, vol.32, issue.24, pp.3643-3667, 1995. ,
DOI : 10.1016/0020-7683(95)00007-W
Numerical solutions of non-linear problems related to thermal convection and poroplasticity, ki Mechanics of porous media? Charlez, pp.157-176, 1995. ,
A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. Part I: continuum formulation, Computer methods in applied mechanics and engineering, pp.199-219, 1988. ,
The dynamics of shale compaction and evolution of pore-fluid pressures, Journal of the International Association for Mathematical Geology, vol.31, issue.2, p.3, 1971. ,
DOI : 10.1007/BF02045794
Theoretical soil mechanics 70-Truesdell C The classical field theory, et Toupin R.A, 1943. ,
Static and Dynamic Behaviour of Soils: A Rational Approach to Quantitative Solutions. I. Fully Saturated Problems, Proc. R. Soc. hand. A, 429, pp.285-309, 1990. ,
DOI : 10.1098/rspa.1990.0061
Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution, International Journal for Numerical and Analytical Methods in Geomechanics, vol.2, issue.18, pp.71-96, 1984. ,
DOI : 10.1002/nag.1610080106
sont associés à la distinction partie élastique/partie plastique de la transformation du squelette en poroélastoplasticité. A l'exception de C* au chapitre 3 (voir liste ciaprès ) les grandeurs portant un astérisque, ? les indices ,
sont attachés à la partie déviatorique ou la partie volumique d'un tenseur de déformation. L'exposant á est aussi employé pour désigner des valeurs considérées comme "données" dans la définition des conditions aux limites, p.90 ,