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dc.contributor.authorAdediran, Adeolu
dc.contributor.authorAsaam, Nana
dc.contributor.authorManso Morato, Javier 
dc.contributor.authorAvci, Erdi
dc.contributor.authorPerumal, Priyadharshini
dc.date.accessioned2026-06-09T11:25:13Z
dc.date.available2026-06-09T11:25:13Z
dc.date.issued2026-05
dc.identifier.issn2352-7102
dc.identifier.urihttps://hdl.handle.net/10259/11830
dc.description.abstractApproximately 300,000 tons of municipal solid waste incineration bottom ash (BA) and 600,000 tons of fayalite slag (FS) are generated annually in Finland from metallurgical and incineration processes, with the majority of them disposed of in landfills or used in low-value applications. This study investigated the potential upcycling of FS and BA as sand replacements in cementbased mortars to avoid landfilling, conserve natural resources, and ensure efficient use of industrial residues. Standard sand (SS) was used as the main fine aggregate. The effect of replacing SS partly or wholly with either FS or BA was investigated through workability, compressive strength, ultrasonic pulse velocity (UPV), scanning electron microscope analysis, capillary water absorption, alkali–silica reaction (ASR), freeze-thaw cycles in water, and combined sodium sulfate and sodium chloride solution exposure. The aggregates’ leaching results were below the values stipulated by Finnish and EU regulations. Partial or full replacement of SS with either FS or BA resulted in lower workability. Full replacement of SS with FS resulted in comparable properties to the reference mix in terms of compressive strength, UPV, and capillary water absorption. Meanwhile, partial replacement of SS with FS resulted in higher compressive strength and UPV but reduced water absorption. In contrast, partial or full replacement of SS with BA resulted in lower compressive strength and UPV, as well as increased water absorption compared with the reference mix. All samples remained stable after exposure to freeze-thaw cycles in water. However, only the reference samples and samples containing 50% replacement of SS with either FS or BA were stable after exposure to freeze-thaw cycles in a combined sulfate and chloride solution, whereas those containing 100% FS or BA were completely degraded. Of all the aggregates, only FS satisfied the 14-day ASR requirements according to the ASTM C1260 standard, achieving a low expansion rate of 0.009%.en
dc.description.sponsorshipThis work was done as part of Ar2CorD project (NPA0100039) funded by Interreg Northern Periphery and Arctic. Adeolu Adediran gratefully acknowledges funding from Finnish Cultural Foundation for his postdoctoral research. The authors gratefully acknowledge the Centre for Material Analysis, University of Oulu, Finland for assistance with data analysis.en
dc.format.mimetypeapplication/pdf
dc.language.isoenges
dc.publisherElsevieres
dc.relation.ispartofJournal of Building Engineering. 2026, V. 127, art. 116374en
dc.rightsAtribución 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectFayalite slagen
dc.subjectBottom ashen
dc.subjectCement mortaren
dc.subjectAlkali–silica reactionen
dc.subjectFreeze-thawen
dc.subjectSulfate and chlorideen
dc.subjectConstruction applicationen
dc.subject.otherResiduos industriales-Recicladoes
dc.subject.otherFactory and trade waste-Recyclingen
dc.subject.otherMortero (Materiales de construcción)es
dc.subject.otherCementen
dc.titleFayalite slag and municipal solid waste incineration bottom ash as sand replacement in cement mortar: Physical, mechanical, and durability propertiesen
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.relation.publisherversionhttps://doi.org/10.1016/j.jobe.2026.116374es
dc.identifier.doi10.1016/j.jobe.2026.116374
dc.journal.titleJournal of Building Engineeringen
dc.volume.number127es
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones


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