| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 9716442 | International Journal of Rock Mechanics and Mining Sciences | 2005 | 10 Pages |
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.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
A. Benhamida, I. Djeran-Maigre, H. Dumontet, S. Smaoui,