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Mortars with CDW Recycled Aggregates Submitted to High Levels of CO2

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dc.contributor.author Infante Gomes, R. pt_BR
dc.contributor.author Bastos, D. pt_BR
dc.contributor.author Farinha, C. pt_BR
dc.contributor.author Pederneiras, C. pt_BR
dc.contributor.author Veiga, M. R. pt_BR
dc.contributor.author Brito, J. pt_BR
dc.contributor.author Faria, P. pt_BR
dc.contributor.author Santos Silva, A. pt_BR
dc.contributor.editor Moncef L. Nehdi pt_BR
dc.date.accessioned 2024-11-18T14:47:48Z pt_BR
dc.date.accessioned 2025-04-15T10:05:01Z
dc.date.available 2024-11-18T14:47:48Z pt_BR
dc.date.available 2025-04-15T10:05:01Z
dc.date.issued 2021-11-05 pt_BR
dc.identifier.citation https://doi.org/10.3390/infrastructures6110159 pt_BR
dc.identifier.uri http://dspace2.lnec.pt:8080/jspui/handle/123456789/1017926 pt_BR
dc.identifier.uri http://repositorio.lnec.pt:8080/jspui/handle/123456789/1017926
dc.description.abstract Construction and demolition wastes (CDW) are generated at a large scale and have a diversified potential in the construction sector. The replacement of natural aggregates (NA) with CDW recycled aggregates (RA) in construction materials, such as mortars, has several environmental benefits, such as the reduction in the natural resources used in these products and simultaneous prevention of waste landfill. Complementarily, CDW have the potential to capture CO2 since some of their components may carbonate, which also contributes to a decrease in global warming potential. The main objective of this research is to evaluate the influence of the exposure of CDW RA to CO2 produced in cement factories and its effect on mortars. Several mortars were developed with a volumetric ratio of 1:4 (cement: aggregate), with NA (reference mortar), CDW RA and CDW RA exposed to high levels of CO2 (CRA). The two types of waste aggregate were incorporated, replacing NA at 50% and 100% (in volume). The mortars with NA and non-carbonated RA and CRA from CDW were analysed, accounting for their performance in the fresh and hardened states in terms of workability, mechanical behaviour and water absorption by capillarity. It was concluded that mortars with CDW (both CRA and non-carbonated RA) generally present a good performance for non-structural purposes, although they suffer a moderate decrease in mechanical performance when NA is replaced with RA. Additionally, small improvements were found in the performance of the aggregates and mortars with CRA subjected to a CO2 curing for a short period (5 h), while a long carbonation period (5 d) led to a decrease in performance, contrary to the results obtained in the literature that indicate a significant increase in such characteristics. This difference could be because the literature focused on made-in-laboratory CDW aggregates, while, in this research, the wastes came from real demolition activities, and were thus older and more heterogeneous. pt_BR
dc.language.iso eng pt_BR
dc.publisher MDPI pt_BR
dc.rights openAccess pt_BR
dc.subject construction and demolition waste pt_BR
dc.subject rendering mortar pt_BR
dc.subject sustainable mortar pt_BR
dc.subject cement pt_BR
dc.subject carbon capture and storage pt_BR
dc.subject recycled aggregate pt_BR
dc.title Mortars with CDW Recycled Aggregates Submitted to High Levels of CO2 pt_BR
dc.type article pt_BR
dc.identifier.localedicao Online pt_BR
dc.description.volume Volume 159 pt_BR
dc.description.sector DED/NRI pt_BR
dc.description.magazine INFRAESTRUTURES pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers SIM pt_BR
dc.contributor.arquivo SIM pt_BR


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