1. An elastic–plastic model for porous rocks with two populations of voids
- Author
-
Wanqing Shen, Jian-Fu Shao, Laboratoire de Mécanique de Lille - FRE 3723 (LML), Université de Lille, Sciences et Technologies-Centrale Lille-Centre National de la Recherche Scientifique (CNRS), Université de Lille, Sciences et Technologies, and Université de Lille, Sciences et Technologies-Ecole Centrale de Lille-Université de Lille-Centre National de la Recherche Scientifique (CNRS) more...
- Subjects
Mesoscopic physics ,Materials science ,Plasticity ,Constitutive equation ,Double porosity ,Micromechanics ,02 engineering and technology ,Mechanics ,021001 nanoscience & nanotechnology ,Geotechnical Engineering and Engineering Geology ,Homogenization (chemistry) ,Microscopic scale ,Computer Science Applications ,[SPI]Engineering Sciences [physics] ,Nonlinear system ,020303 mechanical engineering & transports ,0203 mechanical engineering ,Compressibility ,Geotechnical engineering ,Porous rocks ,Pore collapse ,0210 nano-technology ,Chalk - Abstract
International audience; In the present work, a new elastic–plastic model is proposed for a class of porous rock-like materials with two populations of pores at different scales. This model is based on the closed-form plastic criterion which was established from a nonlinear homogenization procedure in our previous work (Shen et al., 2014) . This criterion explicitly takes into account the effects of two populations of voids, respectively distributed at the microscopic and mesoscopic scales. In order to consider the plastic compressibility and pressure dependency, the solid phase at the microscopic scale is assumed to obey to a Drucker–Prager criterion. The constitutive model is completed by a non-associated plastic flow rule and an isotropic hardening law, which are defined in a phenomenological way. The proposed model is applied to describe the macroscopic mechanical behavior of the Lixhe chalk with different confining pressures. Comparisons between numerical results and experimental data are presented for the verification of the proposed model. more...
- Published
- 2016
- Full Text
- View/download PDF