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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.accessioned2025-05-22T05:52:43Z
dc.date.available2025-05-22T05:52:43Z
dc.date.issued2024
dc.identifier.citationMartínez García, C., González-Fonteboa, B., Carro-López, D. y Martínez-Abella, F. (2024). Mussel shell mortars durability. https://doi.org/10.1016/j.jobe.2023.108239es
dc.identifier.issn2352-7102
dc.identifier.urihttp://hdl.handle.net/20.500.12251/3763
dc.description.abstractThe knowledge acquired through previous experimental phases with coating mortars with mussel shell aggregates led to conclude that irregular, flaky and hydrophobic particles of the mussel shell and the organic matter content introduce entrapped air and entrained air in the mixes. This phenomenon causes different and opposite effects on the main properties of mortars, which are in some way positive and negative (for durability), consequently, their durability cannot be easily predicted. The present work pretends to analyse the results of different durability tests, such as water vapour permeability, adhesive strength, and weathering cycles to recommend the maximum percentage of mussel shell sand used in coating mortars that guarantee the required lifespan. After an in-depth literature review, it can be said that it is not easy to predict the durability of mortars using mussel shell aggregates. This question has been hardly analysed in the existing literature and the maximum substitution percentage of conventional aggregate that can be replaced is not clear. This work aims to answer this issue by analysing different properties: water vapour permeability, adhesive strength, and weathering cycles. Mussel shell content improves the water vapour permeability of both air lime and cement mortars but worsens the adhesive strength and weathering cycle behaviour. For most applications, 25 % of mussel shell aggregate can be employed, but for some applications, 50 % or even 75 % of mussel shell aggregate is feasible and will avoid the undesirable landfilling of this waste.es
dc.language.isoenges
dc.publisherELSEVIERes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleMussel shell mortars durability: Study of aggregate replacement limites
dc.typearticlees
dc.identifier.doi10.1016/j.jobe.2023.108239
dc.identifier.urlhttps://doi.org/10.1016/j.jobe.2023.108239es
dc.journal.titleJournal of Building Engineeringes
dc.rights.accessRightsopenAccesses
dc.subject.keywordDurabilidades
dc.subject.keywordPermeabilidad al vapor de aguaes
dc.subject.keywordRevisión bibliográficaes
dc.subject.keywordMejillones -residuos-es
dc.subject.keywordMaterial sosteniblees
dc.subject.keywordMaterial compuestoes
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.keywordPropiedades mecánicases
dc.subject.unesco3105.02 Pisciculturaes
dc.subject.unesco2211.02 Materiales Compuestoses
dc.subject.unesco3312.02 Aglomeranteses
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3308.02 Residuos Industrialeses
dc.subject.unesco3308.07 Eliminación de Residuoses
dc.volume.number82es


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