Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste

This work is devoted to numerical analysis of thermo-hydromechanical problem and cracking process in saturated porous media in the context of deep geological disposal of radioactive waste. The fundamental background of thermo-poro-elastoplasticity theory is first summarized. The emphasis is put on t...

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Main Authors: Jianfu Shao, Zhan Yu, Minh-Ngoc Vu
Format: Article
Language:English
Published: Elsevier 2025-01-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
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Online Access:http://www.sciencedirect.com/science/article/pii/S1674775524005110
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author Jianfu Shao
Zhan Yu
Minh-Ngoc Vu
author_facet Jianfu Shao
Zhan Yu
Minh-Ngoc Vu
author_sort Jianfu Shao
collection DOAJ
description This work is devoted to numerical analysis of thermo-hydromechanical problem and cracking process in saturated porous media in the context of deep geological disposal of radioactive waste. The fundamental background of thermo-poro-elastoplasticity theory is first summarized. The emphasis is put on the effect of pore fluid pressure on plastic deformation. A micromechanics-based elastoplastic model is then presented for a class of clayey rocks considered as host rock. Based on linear and nonlinear homogenization techniques, the proposed model is able to systematically account for the influences of porosity and mineral composition on macroscopic elastic properties and plastic yield strength. The initial anisotropy and time-dependent deformation are also taken into account. The induced cracking process is described by using a non-local damage model. A specific hybrid formulation is proposed, able to conveniently capture tensile, shear and mixed cracks. In particular, the influences of pore pressure and confining stress on the shear cracking mechanism are taken into account. The proposed model is applied to investigating thermo-hydromechanical responses and induced damage evolution in laboratory tests at the sample scale. In the last part, an in situ heating experiment is analyzed by using the proposed model. Numerical results are compared with experimental data and field measurements in terms of temperature variation, pore fluid pressure change and induced damaged zone.
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publisher Elsevier
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series Journal of Rock Mechanics and Geotechnical Engineering
spelling doaj-art-babf1bfbae6a43909c0b0c0baa756e492025-01-17T04:49:13ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552025-01-01171119Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive wasteJianfu Shao0Zhan Yu1Minh-Ngoc Vu2University of Lille, CNRS, EC Lille, LaMcube, UMR9013, 59000, Lille, France; Institut Universitaire de France (IUF), Paris, France; Corresponding author. University of Lille, CNRS, EC Lille, LaMcube, UMR9013, 59000, Lille, France.University of Lille, CNRS, EC Lille, LaMcube, UMR9013, 59000, Lille, FranceAndra, Chatenay Malabry, FranceThis work is devoted to numerical analysis of thermo-hydromechanical problem and cracking process in saturated porous media in the context of deep geological disposal of radioactive waste. The fundamental background of thermo-poro-elastoplasticity theory is first summarized. The emphasis is put on the effect of pore fluid pressure on plastic deformation. A micromechanics-based elastoplastic model is then presented for a class of clayey rocks considered as host rock. Based on linear and nonlinear homogenization techniques, the proposed model is able to systematically account for the influences of porosity and mineral composition on macroscopic elastic properties and plastic yield strength. The initial anisotropy and time-dependent deformation are also taken into account. The induced cracking process is described by using a non-local damage model. A specific hybrid formulation is proposed, able to conveniently capture tensile, shear and mixed cracks. In particular, the influences of pore pressure and confining stress on the shear cracking mechanism are taken into account. The proposed model is applied to investigating thermo-hydromechanical responses and induced damage evolution in laboratory tests at the sample scale. In the last part, an in situ heating experiment is analyzed by using the proposed model. Numerical results are compared with experimental data and field measurements in terms of temperature variation, pore fluid pressure change and induced damaged zone.http://www.sciencedirect.com/science/article/pii/S1674775524005110Radioactive wasteGeological disposalThermo-hydromechanical couplingClayey rocksDamage and crackingPhase-field modeling
spellingShingle Jianfu Shao
Zhan Yu
Minh-Ngoc Vu
Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste
Journal of Rock Mechanics and Geotechnical Engineering
Radioactive waste
Geological disposal
Thermo-hydromechanical coupling
Clayey rocks
Damage and cracking
Phase-field modeling
title Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste
title_full Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste
title_fullStr Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste
title_full_unstemmed Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste
title_short Multiscale modeling of thermo-hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste
title_sort multiscale modeling of thermo hydromechanical behavior of clayey rocks and application to geological disposal of radioactive waste
topic Radioactive waste
Geological disposal
Thermo-hydromechanical coupling
Clayey rocks
Damage and cracking
Phase-field modeling
url http://www.sciencedirect.com/science/article/pii/S1674775524005110
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AT zhanyu multiscalemodelingofthermohydromechanicalbehaviorofclayeyrocksandapplicationtogeologicaldisposalofradioactivewaste
AT minhngocvu multiscalemodelingofthermohydromechanicalbehaviorofclayeyrocksandapplicationtogeologicaldisposalofradioactivewaste