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Influence of acid treatment and carbonation on the properties of recycled concrete aggregate

Authors :
Radević Aleksandar
Despotović Iva
Zakić Dimitrije
Orešković Marko
Jevtić Dragica
Source :
Chemical Industry and Chemical Engineering Quarterly, Vol 24, Iss 1, Pp 23-30 (2018)
Publication Year :
2018
Publisher :
Association of the Chemical Engineers of Serbia, 2018.

Abstract

Recycled 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 necessary.

Details

Language :
English
ISSN :
14519372 and 22177434
Volume :
24
Issue :
1
Database :
Directory of Open Access Journals
Journal :
Chemical Industry and Chemical Engineering Quarterly
Publication Type :
Academic Journal
Accession number :
edsdoj.fd2f7f72269e417e8ef8edc02952b6fe
Document Type :
article
Full Text :
https://doi.org/10.2298/CICEQ161202014R