{"title":"Coupled multiphase flow and viscoelastic mechanics modeling of gas injection in a compacted bentonite buffer","authors":"Shu-Hua Lai , Jui-Sheng Chen , Ya-Hui Yang","doi":"10.1016/j.gete.2024.100537","DOIUrl":null,"url":null,"abstract":"<div><p>Bentonite is chosen as a suitable buffer material for a deep geologic repository for radioactive waste. Thus, understanding the behavior of gas migration in the buffer layer is key to the safety assessment and functioning of such a repository. Based on the gas-injection experiments performed by the British Geological Survey (BGS), the modeling of gas migration in a compacted bentonite is carried out by the multi-phase-flow module (H) coupled with the viscous-elastic geomechanics module (M) of a fully coupled model, called THMC 7.1. Two laboratory scenarios for gas injection into compacted and saturated bentonite confined in a pressure vessel are considered in this simulation study. Injected gas (Helium) accumulates, entering the saturated bentonite after reaching a critical pressure to be detected by the gas filters to show the timing of the “breakthrough”. It is found in the experiments that the total stress reaches the maximum value right after breakthrough but does not exceed the gas injection pressure. It is found that our simulation results can capture the peak lab-test values of total stress and porewater pressure as well as the lab-test timing of breakthrough. Moreover, the decay patterns of both total stress and porewater pressure are well described in the simulations. A comparison of the simulation results with the experimental data shows that our HM coupled modeling can qualitatively and quantitatively model the gas migration behavior and its mechanical contribution to the buffer response. According to the presented simulations, the further improvement of the viscous-elastic geomechanical modelling is also discussed.</p></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"38 ","pages":"Article 100537"},"PeriodicalIF":3.3000,"publicationDate":"2024-01-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics for Energy and the Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352380824000042","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
引用次数: 0
Abstract
Bentonite is chosen as a suitable buffer material for a deep geologic repository for radioactive waste. Thus, understanding the behavior of gas migration in the buffer layer is key to the safety assessment and functioning of such a repository. Based on the gas-injection experiments performed by the British Geological Survey (BGS), the modeling of gas migration in a compacted bentonite is carried out by the multi-phase-flow module (H) coupled with the viscous-elastic geomechanics module (M) of a fully coupled model, called THMC 7.1. Two laboratory scenarios for gas injection into compacted and saturated bentonite confined in a pressure vessel are considered in this simulation study. Injected gas (Helium) accumulates, entering the saturated bentonite after reaching a critical pressure to be detected by the gas filters to show the timing of the “breakthrough”. It is found in the experiments that the total stress reaches the maximum value right after breakthrough but does not exceed the gas injection pressure. It is found that our simulation results can capture the peak lab-test values of total stress and porewater pressure as well as the lab-test timing of breakthrough. Moreover, the decay patterns of both total stress and porewater pressure are well described in the simulations. A comparison of the simulation results with the experimental data shows that our HM coupled modeling can qualitatively and quantitatively model the gas migration behavior and its mechanical contribution to the buffer response. According to the presented simulations, the further improvement of the viscous-elastic geomechanical modelling is also discussed.
期刊介绍:
The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources.
The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.