{"title":"通过热-液压-机械(THM)耦合模拟研究全尺寸工程屏障系统背后的物理机制","authors":"Chia-Wei Kuo , Wan-Jung Kuo , Chung-Yi Lin","doi":"10.1016/j.ijrmms.2025.106155","DOIUrl":null,"url":null,"abstract":"<div><div>This work presents simulation results of the FEBEX experiment, performed using the 2019 rendition of the coupled thermal-hydraulic-mechanical-chemical simulator, HYDROGEOCHEM 5.3 (HGC 5.3 Taiwan Power Company version). These simulations were carried out as part of the DECOVALEX-2019 project. The simulations consider the variably saturated flow, thermal transport, and linear geomechanics, including the effects of bentonite swelling. This study systematically investigates the hydro-thermal-mechanical processes in bentonite, which services as the sealing material in a near-field full-scale engineering barrier system. It explores important issues such as how the engineering barrier in the disposal site undergoes resaturation processes, thermal transport processes, and the resulting stress behavior. The simulation results are compared with experiments to understand the underlying physical mechanisms. We can qualitatively and quantitatively predict most of the experimental results, including the evolution and radial distribution of relative humidity, the evolution of heating power, the evolution as well as axial and radial distribution of temperature, the evolution of total stress, and the distribution of degree of saturation and moisture content for the first and final dismantling.</div><div>Through this study, we aim to better understand the dominant physical mechanisms behind the evolution of material properties of engineering barriers. This understanding will enable us to evaluate the functions of near-field engineering barriers and improve the numerical technical capabilities for the safety assessment and analysis of nuclear waste disposal. The insights gained from this research can be applied to address important environmental issues involving these fundamental processes, particularly the safety of nuclear waste disposal repositories that use bentonite as a buffer or backfill material.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"194 ","pages":"Article 106155"},"PeriodicalIF":7.0000,"publicationDate":"2025-07-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation of physical mechanisms behind full-scale engineered barrier systems through coupled thermal-hydraulic-mechanical (THM) simulations\",\"authors\":\"Chia-Wei Kuo , Wan-Jung Kuo , Chung-Yi Lin\",\"doi\":\"10.1016/j.ijrmms.2025.106155\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This work presents simulation results of the FEBEX experiment, performed using the 2019 rendition of the coupled thermal-hydraulic-mechanical-chemical simulator, HYDROGEOCHEM 5.3 (HGC 5.3 Taiwan Power Company version). These simulations were carried out as part of the DECOVALEX-2019 project. The simulations consider the variably saturated flow, thermal transport, and linear geomechanics, including the effects of bentonite swelling. This study systematically investigates the hydro-thermal-mechanical processes in bentonite, which services as the sealing material in a near-field full-scale engineering barrier system. It explores important issues such as how the engineering barrier in the disposal site undergoes resaturation processes, thermal transport processes, and the resulting stress behavior. The simulation results are compared with experiments to understand the underlying physical mechanisms. We can qualitatively and quantitatively predict most of the experimental results, including the evolution and radial distribution of relative humidity, the evolution of heating power, the evolution as well as axial and radial distribution of temperature, the evolution of total stress, and the distribution of degree of saturation and moisture content for the first and final dismantling.</div><div>Through this study, we aim to better understand the dominant physical mechanisms behind the evolution of material properties of engineering barriers. This understanding will enable us to evaluate the functions of near-field engineering barriers and improve the numerical technical capabilities for the safety assessment and analysis of nuclear waste disposal. The insights gained from this research can be applied to address important environmental issues involving these fundamental processes, particularly the safety of nuclear waste disposal repositories that use bentonite as a buffer or backfill material.</div></div>\",\"PeriodicalId\":54941,\"journal\":{\"name\":\"International Journal of Rock Mechanics and Mining Sciences\",\"volume\":\"194 \",\"pages\":\"Article 106155\"},\"PeriodicalIF\":7.0000,\"publicationDate\":\"2025-07-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rock Mechanics and Mining Sciences\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1365160925001327\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160925001327","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Investigation of physical mechanisms behind full-scale engineered barrier systems through coupled thermal-hydraulic-mechanical (THM) simulations
This work presents simulation results of the FEBEX experiment, performed using the 2019 rendition of the coupled thermal-hydraulic-mechanical-chemical simulator, HYDROGEOCHEM 5.3 (HGC 5.3 Taiwan Power Company version). These simulations were carried out as part of the DECOVALEX-2019 project. The simulations consider the variably saturated flow, thermal transport, and linear geomechanics, including the effects of bentonite swelling. This study systematically investigates the hydro-thermal-mechanical processes in bentonite, which services as the sealing material in a near-field full-scale engineering barrier system. It explores important issues such as how the engineering barrier in the disposal site undergoes resaturation processes, thermal transport processes, and the resulting stress behavior. The simulation results are compared with experiments to understand the underlying physical mechanisms. We can qualitatively and quantitatively predict most of the experimental results, including the evolution and radial distribution of relative humidity, the evolution of heating power, the evolution as well as axial and radial distribution of temperature, the evolution of total stress, and the distribution of degree of saturation and moisture content for the first and final dismantling.
Through this study, we aim to better understand the dominant physical mechanisms behind the evolution of material properties of engineering barriers. This understanding will enable us to evaluate the functions of near-field engineering barriers and improve the numerical technical capabilities for the safety assessment and analysis of nuclear waste disposal. The insights gained from this research can be applied to address important environmental issues involving these fundamental processes, particularly the safety of nuclear waste disposal repositories that use bentonite as a buffer or backfill material.
期刊介绍:
The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.