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Mechanical and fracture properties of concrete with recycled concrete aggregates treated with acids and addition of aluminium sulphate

authorProfile.emailbiblioteca@isel.pt
datacite.subject.fosEngenharia e Tecnologia::Engenharia Civil
dc.contributor.authorForero, J. A.
dc.contributor.authorde Brito, J.
dc.contributor.authorEvangelista, Luís
dc.contributor.authorPereira, C. H. F.
dc.date.accessioned2025-09-03T09:29:38Z
dc.date.available2025-09-03T09:29:38Z
dc.date.issued2024-10-11
dc.description.abstractThe use of recycled aggregates, particularly concrete waste aggregate, has gained increasing popularity and has become current practice in day-to-day applications in many countries. Enhancing the physical and morphological characteristics of this type of aggregate is crucial to promote its widespread adoption. This study investigates the mechanical and fracture properties of concrete incorporating 100 % recycled concrete coarse aggregate (RCA), both untreated and treated with acid solutions of hydrochloric acid (HCl) and sulphuric acid (H2SO4), and addition to the addition of aluminium sulphate (AS). X-ray diffraction (XRD) and X-ray fluorescence (XRF) techniques were employed to characterize the cement and aluminium sulphate (AS). The performance of all mixes was evaluated in terms of mechanical properties, including compressive strength, tensile strength, and secant modulus of elasticity. Experimental fracture tests were conducted using the wedge splitting method on notched specimens aged for 28 days. The results demonstrate an improvement in the mechanical behaviour and fracture resistance of mixes incorporating RCA treated with acid solutions at concentrations of 0.3 M, 1 M, and 3 M for HCl, as well as at a concentration of 0.3 M for H2SO4. However, a decrease in properties was observed at higher concentrations of H2SO4 (1 M and 3 M). Furthermore, the addition of AS also resulted in improvements compared to mixes containing RCA.eng
dc.identifier.citationForero, J. A., de Brito, J., Evangelista, L., & Pereira, C. H. F. (2024). Mechanical and fracture properties of concrete with recycled concrete aggregates treated with acids and addition of aluminium sulphate. Construction and Building Materials, 447, 1-13. https://doi.org/10.1016/j.conbuildmat.2024.137947
dc.identifier.doihttps://doi.org/10.1016/j.conbuildmat.2024.137947
dc.identifier.eissn1879-0526
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/10400.21/22098
dc.language.isoeng
dc.peerreviewedyes
dc.publisherElsevier
dc.relation.hasversionhttps://www.sciencedirect.com/science/article/pii/S0950061824030897?via%3Dihub
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectMechanical properties
dc.subjectFracture energy
dc.subjectWedge splitting test
dc.subjectRecycled concrete aggregate
dc.subjectPresoaking treatment
dc.titleMechanical and fracture properties of concrete with recycled concrete aggregates treated with acids and addition of aluminium sulphateeng
dc.typeresearch article
dspace.entity.typePublication
oaire.citation.endPage13
oaire.citation.startPage1
oaire.citation.titleConstruction and Building Materials
oaire.citation.volume447
oaire.versionhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43

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