2026-06-10T20:46:24Zhttps://riubu.ubu.es/oai/request
oai:riubu.ubu.es:10259/118302026-06-10T00:05:39Zcom_10259_6171com_10259_5086com_10259_2604col_10259_6172
Repositorio Institucional de la Universidad de Burgos author Adediran, Adeolu author Asaam, Nana author Manso Morato, Javier author Avci, Erdi author Perumal, Priyadharshini 2026-06-09T11:25:13Z 2026-06-09T11:25:13Z 2026-05 2352-7102 https://hdl.handle.net/10259/11830 10.1016/j.jobe.2026.116374 Approximately 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%. eng Atribución 4.0 Internacional Fayalite slag Bottom ash Cement mortar Alkali–silica reaction Freeze-thaw Sulfate and chloride Construction application Fayalite slag and municipal solid waste incineration bottom ash as sand replacement in cement mortar: Physical, mechanical, and durability properties info:eu-repo/semantics/article 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 URL https://riubu.ubu.es/bitstream/10259/11830/1/Adediran-JBE_2026.pdf File MD5 69a264b608c3772d9adfd7c403f121c6 12898348 application/pdf Adediran-JBE_2026.pdf