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<dc:creator>Adediran, Adeolu</dc:creator>
<dc:creator>Asaam, Nana</dc:creator>
<dc:creator>Manso Morato, Javier</dc:creator>
<dc:creator>Avci, Erdi</dc:creator>
<dc:creator>Perumal, Priyadharshini</dc:creator>
<dc:date>2026-05</dc:date>
<dc:description>Approximately 300,000 tons of municipal solid waste incineration bottom ash (BA) and 600,000&#xd;
tons of fayalite slag (FS) are generated annually in Finland from metallurgical and incineration&#xd;
processes, with the majority of them disposed of in landfills or used in low-value applications.&#xd;
This study investigated the potential upcycling of FS and BA as sand replacements in cementbased&#xd;
mortars to avoid landfilling, conserve natural resources, and ensure efficient use of industrial&#xd;
residues. Standard sand (SS) was used as the main fine aggregate. The effect of replacing&#xd;
SS partly or wholly with either FS or BA was investigated through workability, compressive&#xd;
strength, ultrasonic pulse velocity (UPV), scanning electron microscope analysis, capillary water&#xd;
absorption, alkali–silica reaction (ASR), freeze-thaw cycles in water, and combined sodium sulfate&#xd;
and sodium chloride solution exposure. The aggregates’ leaching results were below the&#xd;
values stipulated by Finnish and EU regulations. Partial or full replacement of SS with either FS or&#xd;
BA resulted in lower workability. Full replacement of SS with FS resulted in comparable properties&#xd;
to the reference mix in terms of compressive strength, UPV, and capillary water absorption.&#xd;
Meanwhile, partial replacement of SS with FS resulted in higher compressive strength and UPV&#xd;
but reduced water absorption. In contrast, partial or full replacement of SS with BA resulted in&#xd;
lower compressive strength and UPV, as well as increased water absorption compared with the&#xd;
reference mix. All samples remained stable after exposure to freeze-thaw cycles in water. However,&#xd;
only the reference samples and samples containing 50% replacement of SS with either FS or&#xd;
BA were stable after exposure to freeze-thaw cycles in a combined sulfate and chloride solution,&#xd;
whereas those containing 100% FS or BA were completely degraded. Of all the aggregates, only&#xd;
FS satisfied the 14-day ASR requirements according to the ASTM C1260 standard, achieving a low&#xd;
expansion rate of 0.009%.</dc:description>
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<dc:identifier>https://hdl.handle.net/10259/11830</dc:identifier>
<dc:language>eng</dc:language>
<dc:publisher>Elsevier</dc:publisher>
<dc:title>Fayalite slag and municipal solid waste incineration bottom ash as sand replacement in cement mortar: Physical, mechanical, and durability properties</dc:title>
<dc:type>info:eu-repo/semantics/article</dc:type>
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