Abstract
This paper is devoted to numerical modeling of plastic behavior of porous rocks in both drained and undrained conditions. Based on the experimental data, we propose a new plastic model based on relevant micro-mechanical results, by considering plastic shearing and pore collapse processes. The effect of porosity on the macroscopic plastic strength is explicitly taken into account. A specific plastic hardening law of the solid matrix is identified. The concept of effective stress is used for accounting for the effect of pore fluid pressure on the plastic deformation process. The proposed model is verified against drained and undrained triaxial compression tests performed on two typical rocks.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
