Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositories

Deep geological sequestration is widely recognized as a reliable method for nuclear waste management, with expanded applications in thermal energy storage and adiabatic compressed air energy storage systems. This study evaluated the suitability of granite, basalt, and marble as reservoir rocks capab...

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Published in:Journal of Rock Mechanics and Geotechnical Engineering
Main Authors: Tao Meng, Zaobao Liu, Fengbiao Wu, Zhijiang Zhang, Xufeng Liang, Yi He, Xiaomeng Wu, Yizhang Yang, Haoran Gao
Format: Article
Language:English
Published: Elsevier 2025-05-01
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775524005158
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author Tao Meng
Zaobao Liu
Fengbiao Wu
Zhijiang Zhang
Xufeng Liang
Yi He
Xiaomeng Wu
Yizhang Yang
Haoran Gao
author_facet Tao Meng
Zaobao Liu
Fengbiao Wu
Zhijiang Zhang
Xufeng Liang
Yi He
Xiaomeng Wu
Yizhang Yang
Haoran Gao
author_sort Tao Meng
collection DOAJ
container_title Journal of Rock Mechanics and Geotechnical Engineering
description Deep geological sequestration is widely recognized as a reliable method for nuclear waste management, with expanded applications in thermal energy storage and adiabatic compressed air energy storage systems. This study evaluated the suitability of granite, basalt, and marble as reservoir rocks capable of withstanding extreme high-temperature and high-pressure conditions. Using a custom-designed triaxial testing apparatus for thermal-hydro-mechanical (THM) coupling, we subjected rock samples to temperatures ranging from 20 °C to 800 °C, triaxial stresses up to 25 MPa, and seepage pressures of 0.6 MPa. After THM treatment, the specimens were analyzed using a Real-Time Load-Synchronized Micro-Computed Tomography (MCT) Scanner under a triaxial stress of 25 MPa, allowing for high-resolution insights into pore and fissure responses. Our findings revealed distinct thermal stability profiles and microscopic parameter changes across three phases—slow growth, slow decline, and rapid growth—with critical temperature thresholds observed at 500 °C for granite, 600 °C for basalt, and 300 °C for marble. Basalt showed minimal porosity changes, increasing gradually from 3.83% at 20 °C to 12.45% at 800 °C, indicating high structural integrity and resilience under extreme THM conditions. Granite shows significant increases in porosity due to thermally induced microcracking, while marble rapidly deteriorated beyond 300 °C due to carbonate decomposition. Consequently, basalt, with its minimal porosity variability, high thermal stability, and robust mechanical properties, emerges as an optimal candidate for nuclear waste repositories and other high-temperature geological engineering applications, offering enhanced reliability, structural stability, and long-term safety in such settings.
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spelling doaj-art-e4f964b8f8864cf083e86bcb2367da212025-09-03T02:30:15ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552025-05-011753073309210.1016/j.jrmge.2024.11.010Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositoriesTao Meng0Zaobao Liu1Fengbiao Wu2Zhijiang Zhang3Xufeng Liang4Yi He5Xiaomeng Wu6Yizhang Yang7Haoran Gao8Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, 110819, China; School of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, ChinaKey Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, 110819, China; Corresponding author.School of Mechanical Engineering, Shanxi Institute of Energy, Taiyuan, 030006, ChinaSchool of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, ChinaSchool of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, ChinaSchool of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, ChinaSchool of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, ChinaSchool of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, ChinaSchool of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, ChinaDeep geological sequestration is widely recognized as a reliable method for nuclear waste management, with expanded applications in thermal energy storage and adiabatic compressed air energy storage systems. This study evaluated the suitability of granite, basalt, and marble as reservoir rocks capable of withstanding extreme high-temperature and high-pressure conditions. Using a custom-designed triaxial testing apparatus for thermal-hydro-mechanical (THM) coupling, we subjected rock samples to temperatures ranging from 20 °C to 800 °C, triaxial stresses up to 25 MPa, and seepage pressures of 0.6 MPa. After THM treatment, the specimens were analyzed using a Real-Time Load-Synchronized Micro-Computed Tomography (MCT) Scanner under a triaxial stress of 25 MPa, allowing for high-resolution insights into pore and fissure responses. Our findings revealed distinct thermal stability profiles and microscopic parameter changes across three phases—slow growth, slow decline, and rapid growth—with critical temperature thresholds observed at 500 °C for granite, 600 °C for basalt, and 300 °C for marble. Basalt showed minimal porosity changes, increasing gradually from 3.83% at 20 °C to 12.45% at 800 °C, indicating high structural integrity and resilience under extreme THM conditions. Granite shows significant increases in porosity due to thermally induced microcracking, while marble rapidly deteriorated beyond 300 °C due to carbonate decomposition. Consequently, basalt, with its minimal porosity variability, high thermal stability, and robust mechanical properties, emerges as an optimal candidate for nuclear waste repositories and other high-temperature geological engineering applications, offering enhanced reliability, structural stability, and long-term safety in such settings.http://www.sciencedirect.com/science/article/pii/S1674775524005158Deep geological repositoryCoupled thermal-hydro-mechanical environmentPore structureMicrocomputer tomography3D reconstruction
spellingShingle Tao Meng
Zaobao Liu
Fengbiao Wu
Zhijiang Zhang
Xufeng Liang
Yi He
Xiaomeng Wu
Yizhang Yang
Haoran Gao
Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositories
Deep geological repository
Coupled thermal-hydro-mechanical environment
Pore structure
Microcomputer tomography
3D reconstruction
title Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositories
title_full Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositories
title_fullStr Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositories
title_full_unstemmed Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositories
title_short Coupled thermo-hydro-mechanical analysis of porous rocks: Candidate of surrounding rocks for deep geological repositories
title_sort coupled thermo hydro mechanical analysis of porous rocks candidate of surrounding rocks for deep geological repositories
topic Deep geological repository
Coupled thermal-hydro-mechanical environment
Pore structure
Microcomputer tomography
3D reconstruction
url http://www.sciencedirect.com/science/article/pii/S1674775524005158
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