Zhang-Rong Liu , Wei-Min Ye , He-Hua Zhu , Yong-Gui Chen , Qiong Wang
{"title":"GMZ膨润土球团/块团在水化作用下的水力学和均质行为","authors":"Zhang-Rong Liu , Wei-Min Ye , He-Hua Zhu , Yong-Gui Chen , Qiong Wang","doi":"10.1016/j.gete.2025.100726","DOIUrl":null,"url":null,"abstract":"<div><div>Bentonite pellets and block are jointly used to construct engineered barrier systems in geological repository. The hydro-mechanical behavior and homogenizations of bentonite pellets/block assemblies are of significant concern to the long-term operational safety of the repository. In this study, Gaomiaozi (GMZ) bentonite pellets were combined with block of different initial dry densities in three types of assemblies (I, II and III) and subjected to hydration under isochoric conditions. Evolutions of axial and lateral swelling pressures as well as local water contents and dry densities were measured. The pore structures of specimens after different durations of hydration were detected and analyzed with resort to X-ray μCT and mercury intrusion porosimetry (MIP) techniques. Results show that, the development modes and final values of axial and lateral swelling pressures were highly dependent on the assembly type and the initial dry density of the block. Affected by wall friction and fabric anisotropy, the final lateral swelling pressure on the pellets side was higher than that on the block side and the final axial swelling pressure was in between. No significant water infiltration rate difference was observed among the three assembly types, due to water availability was limited by a thin layer of bentonite gels initially formed near to the specimen bottom and the inter-pellet pores were closed gradually by the swelling pellets. For all the three assembly types, after an initial hydration stage (> 72 h), the pellets zone was compressed by the swelling block zone and the pellets/block interface tended to bend/move towards the pellets side, leading to a rearrangement of pellets, closing of the inter-pellet pores, healing of the interface and thus homogenization of the specimen. The degree of homogenization was evaluated quantitatively to decrease with increasing hydration time using a relatively porosity homogenization index (<em>RPHI</em>). However, the residual heterogeneity still remained even after full saturation, indicating the homogenization will persist for a long term.</div></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"43 ","pages":"Article 100726"},"PeriodicalIF":3.7000,"publicationDate":"2025-07-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Hydro-mechanical and homogenization behaviour of GMZ bentonite pellets/block assemblies upon hydration\",\"authors\":\"Zhang-Rong Liu , Wei-Min Ye , He-Hua Zhu , Yong-Gui Chen , Qiong Wang\",\"doi\":\"10.1016/j.gete.2025.100726\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Bentonite pellets and block are jointly used to construct engineered barrier systems in geological repository. The hydro-mechanical behavior and homogenizations of bentonite pellets/block assemblies are of significant concern to the long-term operational safety of the repository. In this study, Gaomiaozi (GMZ) bentonite pellets were combined with block of different initial dry densities in three types of assemblies (I, II and III) and subjected to hydration under isochoric conditions. Evolutions of axial and lateral swelling pressures as well as local water contents and dry densities were measured. The pore structures of specimens after different durations of hydration were detected and analyzed with resort to X-ray μCT and mercury intrusion porosimetry (MIP) techniques. Results show that, the development modes and final values of axial and lateral swelling pressures were highly dependent on the assembly type and the initial dry density of the block. Affected by wall friction and fabric anisotropy, the final lateral swelling pressure on the pellets side was higher than that on the block side and the final axial swelling pressure was in between. No significant water infiltration rate difference was observed among the three assembly types, due to water availability was limited by a thin layer of bentonite gels initially formed near to the specimen bottom and the inter-pellet pores were closed gradually by the swelling pellets. For all the three assembly types, after an initial hydration stage (> 72 h), the pellets zone was compressed by the swelling block zone and the pellets/block interface tended to bend/move towards the pellets side, leading to a rearrangement of pellets, closing of the inter-pellet pores, healing of the interface and thus homogenization of the specimen. The degree of homogenization was evaluated quantitatively to decrease with increasing hydration time using a relatively porosity homogenization index (<em>RPHI</em>). However, the residual heterogeneity still remained even after full saturation, indicating the homogenization will persist for a long term.</div></div>\",\"PeriodicalId\":56008,\"journal\":{\"name\":\"Geomechanics for Energy and the Environment\",\"volume\":\"43 \",\"pages\":\"Article 100726\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-07-26\",\"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/S2352380825000917\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics for Energy and the Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352380825000917","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}
Hydro-mechanical and homogenization behaviour of GMZ bentonite pellets/block assemblies upon hydration
Bentonite pellets and block are jointly used to construct engineered barrier systems in geological repository. The hydro-mechanical behavior and homogenizations of bentonite pellets/block assemblies are of significant concern to the long-term operational safety of the repository. In this study, Gaomiaozi (GMZ) bentonite pellets were combined with block of different initial dry densities in three types of assemblies (I, II and III) and subjected to hydration under isochoric conditions. Evolutions of axial and lateral swelling pressures as well as local water contents and dry densities were measured. The pore structures of specimens after different durations of hydration were detected and analyzed with resort to X-ray μCT and mercury intrusion porosimetry (MIP) techniques. Results show that, the development modes and final values of axial and lateral swelling pressures were highly dependent on the assembly type and the initial dry density of the block. Affected by wall friction and fabric anisotropy, the final lateral swelling pressure on the pellets side was higher than that on the block side and the final axial swelling pressure was in between. No significant water infiltration rate difference was observed among the three assembly types, due to water availability was limited by a thin layer of bentonite gels initially formed near to the specimen bottom and the inter-pellet pores were closed gradually by the swelling pellets. For all the three assembly types, after an initial hydration stage (> 72 h), the pellets zone was compressed by the swelling block zone and the pellets/block interface tended to bend/move towards the pellets side, leading to a rearrangement of pellets, closing of the inter-pellet pores, healing of the interface and thus homogenization of the specimen. The degree of homogenization was evaluated quantitatively to decrease with increasing hydration time using a relatively porosity homogenization index (RPHI). However, the residual heterogeneity still remained even after full saturation, indicating the homogenization will persist for a long term.
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.