Technical Papers
May 7, 2019

Reutilization of Clay Brick Waste in Mortar: Paste Replacement versus Cement Replacement

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 7

Abstract

Clay brick waste is one of the largest construction wastes by output. Traditionally, clay brick waste is reutilized in mortar/concrete as aggregate replacement after crushing or as cement replacement after grinding, but these two methods of reutilization have certain adverse effects on the quality of mortar/concrete. In this study, a new method, named the paste replacement method, was developed; in this method, clay brick dust (CBD) is used to replace cementitious paste with the paste composition kept unchanged. To compare the effectiveness of the paste replacement and cement replacement methods, mortar mixes with different replacement ratios of CBD (either as paste replacement or cement replacement) were tested to study their workability, strength, and microstructure. The test results showed that CBD added as paste replacement improved the strength and microstructure and substantially reduced the cement content, whereas adding CBD as cement replacement decreased the strength and loosened the microstructure. Hence, the paste replacement method is more promising for recycling clay brick waste and producing eco-friendly concrete.

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Acknowledgments

The authors gratefully acknowledge the financial support provided by National Natural Science Foundation of China (Project Nos. 51608131 and 51678161), Natural Science Foundation of Guangdong Province (Project No. 2015A030310282), Science and Technology Planning Project of Guangzhou City (Project No. 201607010329), Guangdong University of Technology via its “One-Hundred Young Talents Plan” program (Project No. 220413508), and Featured and Innovative Project for Colleges and Universities of Guangdong Province (Project No. 2017KTSCX061).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 7July 2019

History

Received: Oct 19, 2018
Accepted: Feb 12, 2019
Published online: May 7, 2019
Published in print: Jul 1, 2019
Discussion open until: Oct 7, 2019

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L. G. Li
Associate Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China.
Z. H. Lin
M.Phil. Candidate, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China.
Professor, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510640, China (corresponding author). ORCID: https://orcid.org/0000-0001-5853-8979. Email: [email protected]
A. K. H. Kwan
Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.
Z. H. Li
Engineer, Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510635, China.

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