Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
801177 | Mechanics Research Communications | 2011 | 5 Pages |
Abstract
The present paper is devoted to a micromechanical model of porous rocks and its application to a sandstone. This original model takes advantage of a recent homogenization-based macroscopic yield function which couples Drucker–Prager type plasticity of the solid matrix and evolving porosity. Its formulation and implementation are described. Application to a Vosges sandstone shows that, except for very low confining pressures for which the mechanical behavior is quasi-brittle, the model predicts well the ductile behavior at moderate or high confining pressures (for which the pore collapse mechanism is expected to play a dominant role).
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Authors
J. Lin, J.-F. Shao, D. Kondo,