Mechanical activation of muscovite-rich clay: A novel approach for ternary blended cement

dc.contributor.authorMañosa Bover, Jofre
dc.contributor.authorMaldonado Alameda, Alex
dc.contributor.authorChimenos Ribera, Josep Ma.
dc.date.accessioned2025-06-13T13:35:14Z
dc.date.available2025-06-13T13:35:14Z
dc.date.issued2025-06-12
dc.date.updated2025-06-13T13:35:14Z
dc.description.abstractClay minerals with a 2:1 structure typically exhibit limited pozzolanic activity after calcination, which constrains their use as supplementary cementitious materials. Mechanical activation has emerged as a promising approach to enhance the reactivity of clays, potentially improving the performance of cement containing mixed clays rich in 2:1 clay minerals. This research assesses the properties of ternary blended cement produced with mechanically activated muscovite-rich mixed clay (LMC2-MM) in comparison to limestone calcined clay cement containing either calcined muscovite-rich mixed clay (LC3-CM) or metakaolin (LC3-MK). Results from pozzolanic activity tests (R3 and modified Chapelle) revealed a significant improvement in the reactivity of muscovite-rich mixed clay via mechanical activation (MM) compared to thermal activation (CM). LMC2-MM exhibited similar structure and properties to conventional LC3-MK, and the enhanced reactivity of MM over CM led to improved properties for LMC2-MM compared to LC3-CM. The hydration of LMC2-MM was superior to that of LC3-CM, achieving significantly refined porosity at both 3 and 28 days. This study presents a novel approach to ternary blended cement by incorporating mechanically activated mixed clay. It demonstrates that mechanical activation enhances the properties of blended cement, particularly at early ages when using muscovite-rich clays, achieving compressive strength comparable to conventional LC3 with metakaolin. The mechanical activation of muscoviterich mixed clay presents a promising strategy for using local clay resources in regions where kaolinite-rich clay is scarce.
dc.format.extent14 p.
dc.format.mimetypeapplication/pdf
dc.identifier.idgrec758885
dc.identifier.issn0950-0618
dc.identifier.urihttps://hdl.handle.net/2445/221532
dc.language.isoeng
dc.publisherElsevier
dc.relation.isformatofReproducció del document publicat a: https://doi.org/10.1016/j.conbuildmat.2025.142182
dc.relation.ispartofConstruction and Building Materials, 2025, vol. 489, p. 1-14
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2025.142182
dc.rightscc-by-nc-nd (c) Mañosa Bover, Jofre, et al., 2025
dc.rights.accessRightsinfo:eu-repo/semantics/openAccess
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceArticles publicats en revistes (Ciència dels Materials i Química Física)
dc.subject.classificationCiment
dc.subject.classificationCalcària
dc.subject.classificationArgila
dc.subject.otherCement
dc.subject.otherLimestone
dc.subject.otherClay
dc.titleMechanical activation of muscovite-rich clay: A novel approach for ternary blended cement
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion

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