Technical Papers
Nov 27, 2018

Effect of High-Volume Ceramic Waste Powder as Partial Cement Replacement on Fresh and Compressive Strength of Self-Compacting Concrete

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 2

Abstract

Numerous regulations have been imposed worldwide by governments and environmental organizations in order to reduce the negative environmental impact resulting from large numbers of solid waste landfills. Recycling of industrial by-products is a step toward sustainable waste management. By utilizing ceramic waste powder (CWP) as a partial cement replacement, the construction industry can play a significant role in energy conservation and limit future generations of CO2. This paper examines the feasibility of producing self-compacting concrete (SCC) mixtures yielding acceptable fresh and hardened concrete characteristics with the inclusion of high-volume CWP as partial replacement of cement. The fresh properties of the new SCC are evaluated through various tests (i.e., slump flow, J-ring, column segregation, V-funnel, and L-box). The investigations show a slight reduction in the slump flow but with an enhancement of the other fresh properties. In addition, the use of CWP slightly reduces compressive strength. It is shown that it is possible to produce SCC with acceptable properties incorporating high-volume CWP.

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Acknowledgments

This work was financially supported by the UAEU-UPAR2 Research Grant No. 31N208. The donation of the ceramic waste powder for the study by Porcellan (ICAD 2, Mussafah, Abu Dhabi) and the cooperation of Eng. Mostafa Gad Alla and Dilip Kumar Borah are highly appreciated. Support to the last author by the University of New Mexico is much appreciated.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 2February 2019

History

Received: Apr 16, 2018
Accepted: Aug 1, 2018
Published online: Nov 27, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 27, 2019

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Sama Tarek Aly [email protected]
Master Student, Dept. of Civil and Environmental Engineering, United Arab Emirates Univ., P.O. Box 15551, Al-Ain, United Arab Emirates. Email: [email protected]
Amr Salah El-Dieb, M.ASCE [email protected]
Professor and Chair, Dept. of Civil and Environmental Engineering, United Arab Emirates Univ., P.O. Box 15551, Al-Ain, United Arab Emirates (corresponding author). Email: [email protected]
Mahmoud Reda Taha, M.ASCE [email protected]
Professor and Chair, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, Albuquerque, NM 87131-0001. Email: [email protected]

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