aLaboratoire de Modélisation, Matériaux et Structures, CNRS-UPMC-UCP, UMR 7143, Université Paris VI, CC 161, 4 place Jussieu, 75252 Paris Cedex 05, France
bINSA de Lyon, URGC, 34 avenue des Arts, 69621 Villeurbanne, France
Abstract:
The modelling of hydromechanical behavior of clayey sediments by homogenization theory is described. The rheological model of clays buried in depth requires a three-dimensional approach and laboratory experiments to quantify the model parameters. An iterative process which can be coupled to any homogenization method is used to model the porous media behavior. Hydromechanical compaction results from oedometric experiments are simulated with the proposed model.