[en] This paper is the basis for a course dedicated to the geomechanics modelling, taking into account multiphysics couplings. A number of different coupling are discussed, with respectively the fluid flow (saturated and unsaturated) and the thermal transfers in deformable porous media. Eventually some aspects on the numerical modelling with the finite element method are discussed.
Disciplines :
Civil engineering
Author, co-author :
Charlier, Robert ; Université de Liège - ULiège > Département Argenco : Secteur GEO3 > Géomécanique et géologie de l'ingénieur
Dizier, Arnaud ; Université de Liège - ULiège > Département Argenco : Secteur GEO3 > Géomécanique et géologie de l'ingénieur
Laloui, Lyesse; Ecole Polytechnique Fédérale de Lausanne - EPFL > Laboratoire de Mécanique des Sols LMS
Collin, Frédéric ; Université de Liège - ULiège > Département Argenco : Secteur GEO3 > Géomécanique et géologie de l'ingénieur
Language :
English
Title :
Multi-physical processes in geomechanics – an introduction to constitutive modelling and coupling aspects
Publication date :
2009
Journal title :
European Journal of Environmental and Civil Engineering
ISSN :
1964-8189
eISSN :
2116-7214
Publisher :
Lavoisier, France
Volume :
7-8
Pages :
803-830
Peer reviewed :
Peer Reviewed verified by ORBi
Funders :
F.R.S.-FNRS - Fonds de la Recherche Scientifique [BE]
Alonso, E. E., Gens, A., and Josa, A., 1990. “A constitutive model for partially saturated soils”. Géotechnique, 40 (n° 3):405–430.
Biot, M. A., 1941. “General theory of three-dimensional consolidation”. J. Appl. Phys., 12:155–164.
Bishop, A. W., 1959. “The principle of effective stress”. Tecnisk Ukeblad, 39:859–863.
Boukpeti, N., Charlier, R., and Hueckel, T., 2003. “Modelling contamination of clays”. In VII International Conference on Computational Plasticity Edited by:Owen, D. R.J., Onate, E., and Suarez, B., Barcelona
Charlier, R., Radu, J. P., and Collin, F., 2001. “Numerical modelling of coupled transient phenomena”, ALERT Autumn School 2001. Revue française de génie civil, 5 (n° 6)
Charlier, R., Laloui, L., and Collin, F., 2006. “Numerical modelling of coupled poromechanics processes”, ALERT Autumn School 2006. Revue européenne de génie civil, 10 (n° 6–7):669–7001.
Cekerevac, C., 2003. Thermal effects on the mechanical behaviour of saturated clays:an experimental and numerical study Doctoral thesis No 2828, Swiss Federal Institute of Technology, Lausanne
Cekerevac, C., and Laloui, L., 2004. “Experimental study of the thermal effects on the mechanical behaviour of a clay”. International Journal of Numerical and Analytical Methods in Geomechanics, 28:209–228.
Collin, F., 2003. Couplages thermo-hydro-mécaniques dans les sols et les roches tendres partiellement saturés Thèse de doctorat, University of Liège
Collin, F., Cui, Y. J., Schroeder, C., and Charlier, R., 2002. “Mechanical behaviour of Lixhe chalk partly saturated by oil and water:experiment and modeling”. Numerical and Analytical Methods in Geomechanics, 26:897–924.
Collin, F., Laloui, L., and Charlier, R., 2005. “Unified approach of coupled constitutive laws”, ALERT Autumn School 2005. Revue européenne de génie civil, 9 (n° 5–6)
Collin, F., Li, X. L., Radu, J. P., and Charlier, R., 1999. “Clay barriers assessment:A coupled mechanical and moisture transfer model”. Proc. ECCM'99, European Conference on Computational Mechanics, September Munich
Coussy, O., 1995. Mechanics of Porous Continua London, Wiley
Detournay, E., and Cheng, A. H.D., 1993. Fundamentals of Poroelasticity Chapter 5, Comprehensive Rock Engineering Vol. II, 113–171.
Fleureau, J. M., 1979. Influence dun champ thermique ou électrique sur les phénomènes dinteraction solide-liquide dans les milieux poreux Thèse de doctorat, Ecole centrale de Paris
François, B., and Laloui, L., 2008. “ACMEG-TS:A constitutive model for unsaturated soils under non-isothermal conditions”. International Journal of Numerical and Analytical Methods in Geomechanics, 32:1955–1988.
Fredlund, D. G., and Morgenstern, N. R., 1977. “Stress state variables for unsaturated soils”. Journal of the Geotechnical Engineering Division, ASCE, 103:447–466. (GT5)
Gens, A., and Charlier, R., 2001. “Environmental geomechanics”, ALERT Autumn School 2001. Revue française de génie civil, 5 (n° 6)
Hueckel, T., 1997. “Chemo-plasticity of clays subjected to stress and flow of a single contaminant”. International Journal for Numerical and Analytical Methods in Geomechanics, 21:43–72.
Hueckel, T., and Borsetto, M., 1990. “Thermoplasticity of saturated soils and shales:Constitutive equations”. Journal of Geotechnical Engineering, 116 (n° 2):1765–1777.
Hueckel, T., François, B., and Laloui, L., 2009. “Explaining thermal failure in saturated clays”. Géotechnique, 59 (n° 3):197–212.
Laloui, L., 1993. Modélisation du comportement thermo-hydro-mécanique des milieux poreux anélastiques Thèse de doctorat, Ecole centrale Paris
Laloui, L., and Cekerevac, C., 2003. “Thermo-plasticity of clays:an isotropic yield mechanism”. Computers and Geotechnics, 30 (n° 8):649–660.
Laloui, L., Cekerevac, C., and François, B., 2005c. “Constitutive modelling of the thermo-plastic behaviour of soils”, ALERT Autumn school 2005. Revue européenne de génie civil, 9 (n° 5–6):635–650.
Laloui, L., and Cekerevac, C., 2008. “Non-isothermal plasticity model for cyclic behaviour of soils”. International Journal of Numerical and Analytical Methods in Geomechanics, 32 (n° 5):437–460.
Laloui, L., Charlier, R., and Pijaudier-Cabot, G., 2005a. “Coupled multi-physics processes in geomechanics”, ALERT Autumn School 2005. Revue européenne de génie civil, 9 (n° 5–6)
Laloui, L., and François, B., 2009. “ACMEG-T:A soil thermo-plasticity model”. Journal of Engineering Mechanics
Laloui, L., François, B., Nuth, M., Péron, H., and Koliji, A., 2008. “A thermo-hydro-mechanical stress-strain framework for modelling the performance of clay barriers in deep geological repositories for radioactive waste”. In Unsaturated Soils:Advances in Geo-Engineering Toll et al. (eds) 63–80.
Laloui, L., Geiser, F., and Vulliet, L., 2001. “Constitutive modeling of unsaturated soils”, ALERT autumn school 2001. Revue française de génie civil, 5:797–807.
Laloui, L., and Nuth, M., 2005b. “An introduction to the constitutive modelling of unsaturated soils”, ALERT Autumn school 2005. Revue européenne de génie civil, 9 (n° 5–6):651–670.
Liu, Z., Boukpeti, N., Li, X., Collin, F., Radu, J. P., Hueckel, T., and Charlier, R., 2005. “Modelling chemo-hydro-mechanical behaviour of unsaturated clays:A feasibility study”. International Journal for Numerical and Analytical Methods in Geomechanics, 29 (n° 9):919–940.
Masekanya, J.-P., 2008. Stabilité des pentes et saturation partielles:Etude expérimentale et modélisation numérique Thèse de doctorat, University of Liège
Modaressi, H., and Laloui, L., 1997. “Thermo-viscoplastic model for clays”. International Journal of Numerical and Analytical Methods in Geomechanics, 21:313–335.
Nova, R., and Parma, M., 2005. “An instructive chemo-mechanical model for bonded geomaterials”. Revue européenne de génie civil
Nuth, M., and Laloui, L., 2008. “Effective stress concept in unsaturated soils:Clarification and validation of a unified framework”. International Journal of Numerical and Analytical Methods in Geomechanics, 32 (n° 7):771–801.
Priol, G., De Gennaro, V., Delage, P., and Cui, Y. J., 2004. “On the suction and the time dependent behaviour of reservoir chalks of North sea oilfields”. Proc. Second International Workshop on Unsaturated Soils,:43–54. Capri, Italy
Schrefler, B., 1984. The finite element method in soil consolidation (with application to surface subsidence) Doctoral thesis, CPH7684 University college of Swansea
Terzaghi, K., 1943. Theoretical Soil Mechanics London:Chapman and Hall.
Turska, E., and Schrefler, B. A., 1993. “On convergence conditions of partitioned solution procedures for consolidation problems”. Comp. Meth. InAppl. Mech., And Eng., 106:51–63.
Van Eekelen, H. A.M., 1980. “Isotropic yield surfaces in three dimensions for use in soil mechanics”. International Journal for Numerical and Analytical Methods in Geomechanics, 4:98–101.
Vaunat, J., Cante, J. C., Ledesma, A., and Gens, A., 2000. “A stress point algorithm for an elastoplastic model in unsaturated soils”. International Journal of Plasticity, 16:121–141.
Zienkiewicz, O. C., Paul, D. K., and Chan, A. H.C., 1988. “Unconditionally stable staggered solution procedure for soil-pore fluid interaction problems”. Int. J. for Num. Meth. in Engineering, 26:1039–1055.
