Technical Papers
May 15, 2013

Reaction Products in Carbonation-Cured Lightweight Concrete

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 6

Abstract

The effect of early-age carbonation curing on the microstructure and properties of lightweight concrete with expanded slag aggregates was examined. Carbonation was performed on concretes either immediately after casting or after 18-h air curing. Their corresponding carbon uptake was 8 and 23%, respectively, based on cement content. A process involving initial air curing, carbonation curing, water compensation, and subsequent hydration was developed to maximize the degree of carbonation and hydration. Reaction products of carbonation-cured concretes at early and late age were characterized by using thermogravimetrical (TG) analysis, X-ray diffraction analysis, and scanning electron microscopy. Although the presence of calcium carbonates was evident, the microstructure was nevertheless typical of amorphous. It was believed that early carbonation of concrete consumed calcium hydroxide, calcium silicate hydrates, and anhydrous calcium silicates while producing calcium carbonates of different polymorphs and amorphous calcium silicate hydrocarbonates.

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Acknowledgments

The authors gratefully acknowledge the support by the Natural Science and Engineering Research Council (NSERC) of Canada, Canadian Concrete Masonry Producers Association (CCMPA), and Lafarge Canada.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 6June 2013
Pages: 799 - 809

History

Received: Mar 8, 2012
Accepted: Jul 6, 2012
Published online: May 15, 2013
Published in print: Jun 1, 2013

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Authors

Affiliations

Hilal El-Hassan
Ph.D. Candidate, McGill Univ., Dept. of Civil Engineering and Applied Mechanics, 817 Sherbrooke St. West, Montreal, Quebec, Canada H3A 2K6.
Associate Professor, McGill Univ., Dept. of Civil Engineering and Applied Mechanics, 817 Sherbrooke St. West, Montreal, Quebec, Canada H3A 2K6 (corresponding author). E-mail: [email protected]
Zaid Ghouleh
Ph.D. Candidate, McGill Univ., Dept. of Civil Engineering and Applied Mechanics, 817 Sherbrooke St. West, Montreal, Quebec, Canada H3A 2K6.

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