Technical Papers
Jul 22, 2014

Experimental Study on the Influence of Water Absorption of Recycled Coarse Aggregates on Properties of the Resulting Concretes

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 4

Abstract

In this paper, three recycled coarse aggregates (RCAs) with different 24-h water absorptions (5.67, 3.12, and 1.98 wt%) were used to produce recycled coarse aggregate concretes (RCACs). Different water absorption rates were obtained by modifying the surface of RCAs with low and high concentration of alkaline organosilicone modifier that is stable in concrete. A normal aggregate concrete mixture was also prepared to serve as control mixture. The effect of RCA absorption on the microstructure (interfacial transition zone), mechanical properties (compressive strength, modulus of elasticity, and concrete-rebar bonding strength), and durability (shrinkage and water permeability) of the resulting RCAC was investigated. Test results showed that the surface modification of RCA was effective in reducing the water absorption. From micrographs, RCAC prepared with low concentration of surface modifier (No. 2 RCA) showed mechanical interlocking with the surrounding cement matrix. Among RCAC, No. 2 RCA (with low concentration of surface modifier) showed better mechanical and durability performance due to the mechanical interlocking which served as effective force transmission medium between aggregate/cement matrix. It can therefore be concluded that RCA prepared with low concentration of surface modifier improved the properties of RCAC. In addition, it may be used as a potential tool to reduce possible slump loss in fresh concrete thereby resulting in consistent mix and providing greater flexibility in mix design.

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Acknowledgments

The work described in this paper was fully supported by a grant from the National Program on Key Basic Research Project, 973 Program (2011CB013604), Shenzhen Strategic Development Foundation (JCYJ20130329144242684), and Shenzhen research and development funds (SGLH20120926161415785).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 4April 2015

History

Received: Oct 1, 2013
Accepted: Mar 17, 2014
Published online: Jul 22, 2014
Discussion open until: Dec 22, 2014
Published in print: Apr 1, 2015

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H. Z. Cui, Ph.D. [email protected]
Associate Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen Univ., Shenzhen, Guangdong 518060, P.R. China. E-mail: [email protected]
Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen Univ., Shenzhen, Guangdong 518060, P.R. China. E-mail: [email protected]
Shazim Ali Memon, Ph.D. [email protected]
Dept. of Civil Engineering, COMSATS Institute of Information Technology, Abbottabad, Pakistan; formerly, Dept. of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong. E-mail: [email protected]
Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen Univ., Shenzhen, Guangdong 518060, P.R. China (corresponding author). E-mail: [email protected]
Waiching Tang, Ph.D. [email protected]
School of Architecture and Built Environment, Univ. of Newcastle, University Drive, Callaghan, NSW 2308, Australia. E-mail: [email protected]

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