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dc.contributor.authorMartínez-García, Carolina
dc.contributor.authorGonzález-Fonteboa, Belén
dc.contributor.authorCarro-López, Diego
dc.contributor.authorMartínez-Abella, Fernando
dc.date.accessioned2024-07-16T14:22:54Z
dc.date.available2024-07-16T14:22:54Z
dc.date.issued2020
dc.identifier.citationMartinez-Garcia, C., Gonzalez-Fonteboa, B., Carro-Lopez, D., & Martinez-Abella, F. (2020). Effects of mussel shell aggregates on hygric behaviour of air lime mortar at different ages. Construction and Building Materials, 252, 119113. https://doi.org/10.1016/j.conbuildmat.2020.119113es_ES
dc.identifier.urihttp://hdl.handle.net/2183/38067
dc.description.abstract[Abstract:] Mussel shells, composed of calcium carbonate (>95%) and organic matter, are suitable alternatives to conventional sand in mortar. In addition, the use of lime instead of cement as a binder has also been considered for sustainable construction materials as well as in restorative applications. This study aims to contribute to the knowledge of air lime mortar through the analysis of the water transport properties of air lime mortar produced with mussel shell aggregates at different ages. Four mortar groups were obtained from the reference mortar by replacing limestone sand with mussel shell sand at substitution rates of 25%, 50%, and 75%. Water absorption, capillary uptake, weight variation, and drying from the fresh state up till one and two years were determined. The organic matter content and flaky seashell shape are responsible for the main differences observed between the mussel mortars and reference mortar. These two characteristics promote transport tortuosity paths and hydrophobic behaviour leading to reduced capillary uptake and increased drying resistance index. Furthermore, they enhance water retention, which increases the carbonation rate.es_ES
dc.description.sponsorshipThis work has been carried out within the framework of the following projects: “Assessment of Galician bivalve shell in the construction sector”; Code 00064742/ITC-20133094, funded by CDTI under the FEDER-Innterconecta Program, and co-financed with European Union ERDF funds and “Sustainable High Performance Self Compacting Concrete using low clinker cement and internal curing and self healing agents”; Code BIA2017-85657-R funded by MINECO.es_ES
dc.description.sponsorshipCentro para el Desarrollo Tecnológico y la Innovación; 00064742/ITC-20133094es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relationinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/BIA2017-85657-R/ES/HORMIGONES SOSTENIBLES AUTOCOMPACTANTES DE ALTAS PRESTACIONES MEDIANTE EL USO DE CEMENTOS DE BAJO CONTENIDO EN CLINKER Y AGENTES DE CURADO INTERNO Y AUTSELLADOes_ES
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2020.119113es_ES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectCoating mortarses_ES
dc.subjectWater absorptiones_ES
dc.subjectCapillarity uptakees_ES
dc.subjectDrying indexes_ES
dc.subjectTortuosityes_ES
dc.titleEffects of mussel shell aggregates on hygric behaviour of air lime mortar at different ageses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleConstruction and Building Materialses_ES
UDC.volume252es_ES
UDC.startPage119113es_ES
dc.identifier.doi10.1016/j.conbuildmat.2020.119113


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