The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite

Granular bentonite (GB) with extended grain size distribution, a candidate material to construct engineered barriers, has low water permeability, high swelling potential and self-sealing capacity and is desirable in portability and workability. However, few systematic data combining microstructural...

Descripción completa

Detalles Bibliográficos
Autores: Zeng, Hao, González Blanco, Laura|||0000-0003-3800-3007, Romero Morales, Enrique Edgar|||0000-0002-4105-8941, Fraccica, Alessandro
Tipo de recurso: artículo
Fecha de publicación:2023
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/403733
Acceso en línea:https://hdl.handle.net/2117/403733
https://dx.doi.org/10.1016/j.clay.2023.107177
Access Level:acceso abierto
Palabra clave:Bentonite
Fluid mechanics
Granular bentonite
Microstructure
Hydro-mechanical behaviour
Bentonita
Mecànica de fluids
Àrees temàtiques de la UPC::Edificació::Materials de construcció
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
id ES_d7f4965d484fd47a248fc2a4c09be33e
oai_identifier_str oai:upcommons.upc.edu:2117/403733
network_acronym_str ES
network_name_str España
repository_id_str
spelling The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentoniteZeng, HaoGonzález Blanco, Laura|||0000-0003-3800-3007Romero Morales, Enrique Edgar|||0000-0002-4105-8941Fraccica, AlessandroBentoniteFluid mechanicsGranular bentoniteMicrostructureHydro-mechanical behaviourBentonitaMecànica de fluidsÀrees temàtiques de la UPC::Edificació::Materials de construccióÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructuresGranular bentonite (GB) with extended grain size distribution, a candidate material to construct engineered barriers, has low water permeability, high swelling potential and self-sealing capacity and is desirable in portability and workability. However, few systematic data combining microstructural descriptions and hydro-mechanical (HM) behavioural features are available. The present work investigates the HM performance of Wyoming (MX80)-type GB samples compacted at different initial water contents and at a fixed dry density of 1550 kg/m3. The samples' microstructure and its evolution along stress paths were studied using X-ray micro-computed tomography and mercury intrusion porosimetry. The results highlighted that the compacted GB presented local density heterogeneity and a multi-porosity network. Compaction at low initial water content increased the proportion of macropores and contributed to the enhancement of the compressibility and collapse on wetting under high stresses. During isochoric saturation, two stages of swelling development were identified. First, the flooding of macropores and matric suction reduction was related to the initial increase in swelling pressure. The secondary swelling was due to the water absorption of clay sheets in micropores and the expansion of micropores within granules and aggregates, during which the density of pore water increased. A decrease in the compaction water content can result in a higher pore water density after isochoric saturation and a lower water permeability. Finally, the water retention behaviour of the compacted sample within drying/wetting cycles was less sensitive to the initial pore size distribution. The current outcomes underline the critical role of the microstructure on the HM behaviour of compacted GB.This project has received funding from the European Union's Horizon 2020 research and innovation programme ‘European Joint Programme on Radioactive Waste Management’ EURAD (2019-2024) WP GAS ‘Mechanistic understanding of gas transport in clay materials’ under grant agreement No. 847593. The authors acknowledge the support of NAGRA (National Cooperative for the Disposal of Radioactive Waste) through the project ‘Scientific work related to barrier integrity’ Ref 18722 (2019-2024). The first author has received funding from the China Scholarship Council (CSCPeer Reviewed20232023-12-0120242024-03-05journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/403733https://dx.doi.org/10.1016/j.clay.2023.107177reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)InglésengEuropean Commission http://doi.org/10.13039/100010661 Horizon 2020 Framework Programme 847593 European Joint Programme on Radioactive Waste Managementopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/4037332026-05-27T15:37:01Z
dc.title.none.fl_str_mv The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
title The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
spellingShingle The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
Zeng, Hao
Bentonite
Fluid mechanics
Granular bentonite
Microstructure
Hydro-mechanical behaviour
Bentonita
Mecànica de fluids
Àrees temàtiques de la UPC::Edificació::Materials de construcció
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
title_short The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
title_full The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
title_fullStr The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
title_full_unstemmed The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
title_sort The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite
dc.creator.none.fl_str_mv Zeng, Hao
González Blanco, Laura|||0000-0003-3800-3007
Romero Morales, Enrique Edgar|||0000-0002-4105-8941
Fraccica, Alessandro
author Zeng, Hao
author_facet Zeng, Hao
González Blanco, Laura|||0000-0003-3800-3007
Romero Morales, Enrique Edgar|||0000-0002-4105-8941
Fraccica, Alessandro
author_role author
author2 González Blanco, Laura|||0000-0003-3800-3007
Romero Morales, Enrique Edgar|||0000-0002-4105-8941
Fraccica, Alessandro
author2_role author
author
author
dc.subject.none.fl_str_mv Bentonite
Fluid mechanics
Granular bentonite
Microstructure
Hydro-mechanical behaviour
Bentonita
Mecànica de fluids
Àrees temàtiques de la UPC::Edificació::Materials de construcció
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
topic Bentonite
Fluid mechanics
Granular bentonite
Microstructure
Hydro-mechanical behaviour
Bentonita
Mecànica de fluids
Àrees temàtiques de la UPC::Edificació::Materials de construcció
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
description Granular bentonite (GB) with extended grain size distribution, a candidate material to construct engineered barriers, has low water permeability, high swelling potential and self-sealing capacity and is desirable in portability and workability. However, few systematic data combining microstructural descriptions and hydro-mechanical (HM) behavioural features are available. The present work investigates the HM performance of Wyoming (MX80)-type GB samples compacted at different initial water contents and at a fixed dry density of 1550 kg/m3. The samples' microstructure and its evolution along stress paths were studied using X-ray micro-computed tomography and mercury intrusion porosimetry. The results highlighted that the compacted GB presented local density heterogeneity and a multi-porosity network. Compaction at low initial water content increased the proportion of macropores and contributed to the enhancement of the compressibility and collapse on wetting under high stresses. During isochoric saturation, two stages of swelling development were identified. First, the flooding of macropores and matric suction reduction was related to the initial increase in swelling pressure. The secondary swelling was due to the water absorption of clay sheets in micropores and the expansion of micropores within granules and aggregates, during which the density of pore water increased. A decrease in the compaction water content can result in a higher pore water density after isochoric saturation and a lower water permeability. Finally, the water retention behaviour of the compacted sample within drying/wetting cycles was less sensitive to the initial pore size distribution. The current outcomes underline the critical role of the microstructure on the HM behaviour of compacted GB.
publishDate 2023
dc.date.none.fl_str_mv 2023
2023-12-01
2024
2024-03-05
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/403733
https://dx.doi.org/10.1016/j.clay.2023.107177
url https://hdl.handle.net/2117/403733
https://dx.doi.org/10.1016/j.clay.2023.107177
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv European Commission http://doi.org/10.13039/100010661 Horizon 2020 Framework Programme 847593 European Joint Programme on Radioactive Waste Management
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869421055749128192
score 15,300719