Issue |
Rev. Fr. Geotech.
Number 122, 2008
|
|
---|---|---|
Page(s) | 55 - 66 | |
DOI | https://doi.org/10.1051/geotech/2008122055 | |
Published online | 09 October 2017 |
Une approche micromécanique de la notion de contrainte effective en mécanique des milieux poreux
A micromechanical approach of the effective stress concept in poromechanics
Université Paris-Est Institut Navier Cité Descartes Champs-sur-Marne 77454 Marne-la-Vallée Cedex 2 dormieux@lmsgc.enpc.fr, France.
La présente étude se propose d’aborder la notion de contrainte effective dans le cadre d’une approche micromécanique. A la suite des travaux classiques d’Auriault et Sanchez-Palencia (1977), on revisite brièvement la poroélasticité linéaire. Puis on s’intéresse au cas où la phase solide possède un comportement élastique non linéaire. On établit certains résultats généraux sur le rôle de la pression de pore dans le critère de rupture du milieu poreux. On applique enfin les techniques d’homogénéisation non linéaire pour déterminer la forme mathématique de ce dernier.
Abstract
The present paper considers the effective stress concept in the framework of a micromechanics reasoning. Following the classical works of Auriault and Sanchez-Palencia (1977), linear poroelasticity is first briefly revisited. Then, the case of a non linear elastic behavior of the solid phase is examined. Some general results concerning the influence of the pore pressure on the strengh of a porous medium are presented. The strength criterion is derived in particular cases by means of non linear homogenization techniques.
Mots clés : contrainte effective / homogénéisation / non linéaire / rupture
Key words: effective stress / homogenization / non linear / strength
© CFMS-CFGI-CFMR-CFG 2008
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