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dc.creatorRadević, Aleksandar
dc.creatorDespotović, Iva
dc.creatorZakić, Dimitrije
dc.creatorOrešković, Marko
dc.creatorJevtić, Dragica
dc.date.accessioned2020-06-29T12:49:15Z
dc.date.available2020-06-29T12:49:15Z
dc.date.issued2017
dc.identifier.issn1451-9372
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1995
dc.description.abstractRecycled concrete aggregate (RCA), obtained by crushing of original (old) concrete, consists of natural aggregate grains and a cement mortar matrix. The presence of old adhered cement mortar, which has higher porosity than natural aggregate, causes unfavourable properties of RCA. The research conducted in order to improve the quality of RCA and to enable its greater application in the construction industry is presented in this paper. Therefore, RCA was subjected to quality improvement treatments with hydrochloric acid and carbon dioxide (accelerated carbonation). The first procedure was aimed at partially removing the adhered cement mortar and the second at reinforcing the cement matrix. The physical, mechanical and chemical properties of all three types of RCA were tested. After the pre-soaking acid treatment (0.1 mol/dm3 HCl), RCA showed reduced water absorption (up to 3%); the process of accelerated carbonation also led to reduced water absorption (13–20%) as well as to improved mechanical properties (∼10%). A scanning electron microscopy investigation revealed that the carbonation process, as expected, significantly reduces porosity of RCA. The overall results show that if RCA is obtained by crushing of compact, high- -quality concrete, the procedures of aggregate quality improvement are not necessaryen
dc.language.isoensr
dc.relationTR 36048sr
dc.relationTR 36017sr
dc.rightsrestrictedAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceChemical Industry & Chemical Engineering Quarterlysr
dc.subjectaccelerated carbonationsr
dc.subjectpre-soaking in acidsr
dc.subjectrecycled concrete aggregatesr
dc.titleInfluence of acid treatment and carbonation on the properties of recycled concrete aggregateen
dc.typearticlesr
dc.rights.licenseBY-NC-NDsr
dc.citation.rankM23
dc.citation.volume24(1)
dc.identifier.doi10.2298/CICEQ161202014R
dc.identifier.scopus2-s2.0-85046015241
dc.identifier.wos000430423900003
dc.type.versionpublishedVersionsr


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