Technical Papers
May 7, 2021

ECO-UHPC with High-Volume Class-F Fly Ash: New Insight into Mechanical and Durability Properties

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Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 7

Abstract

Ultra-high-performance concrete (UHPC), despite its superior mechanical and durability properties, has a high CO2 footprint owing to its high portland cement content. This drawback can be offset to a notable extent if a high volume of supplementary cementitious materials can be utilized to produce UHPC while maintaining mechanical and durability properties that are comparable to those of conventional UHPC. In this study the effects of high-volume cement replacement by Class-F fly ash (up to 70% by mass) on the mechanical, durability, and microstructure properties of UHPC are investigated, with the aim of encouraging moderate- to low-volume cement use in UHPC (from 600 down to 300  kg/m3). Environmentally friendly-UHPC (ECO-UHPC) mixes, which have CO2 footprint intensities of less than 5  kg/m3/MPa, have been synthesized with different replacements of cement by Class-F fly ash. Results suggest that concretes with ultrahigh strength (>150  MPa) and a strength greater than 100 MPa can be prepared with up to 40% and 70% replacements, respectively, without employing any special curing or fibers. A model has been developed to predict the compressive strength of fly ash–based UHPC from the contents and chemical compositions of its binders. UHPCs made with up to 60% cement replacement by Class-F fly ash exhibit durability properties comparable to that of UHPC without fly ash, in terms of water absorption, initial rate of water absorption, and corrosion risk. The depth of carbonation remains below the detection limit of 0.5 mm, up to 70% replacement.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors acknowledge the facilities provided by the Centre for Microscopy, Characterization & Analysis, University of Western Australia, for conducting the microstructure analyses. Special thanks are given to Adelaide Brighton Cement, Australia; Mapei, Australia; and Sika, Australia for providing respectively the cement, superplasticizer, and defoamer used in this study. The authors thank Ms. Alexandra Meek for providing guidance to conduct the durability tests. The authors also thank Mr. Allan Xu, Mr. Samuel Bouffler, Mr. Shane Walshe, and Mr. Kai Zhao for their contributions during the laboratory work. The research was carried out while the first author was in receipt of a University Postgraduate Award and the Australian Government Research Training Program Scholarship at the University of Western Australia.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 7July 2021

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Received: Mar 6, 2020
Accepted: Oct 27, 2020
Published online: May 7, 2021
Published in print: Jul 1, 2021
Discussion open until: Oct 7, 2021

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Ph.D. Candidate, Dept. of Civil, Environmental and Mining Engineering, Faculty of Engineering, Computing and Mathematical Sciences, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia. ORCID: https://orcid.org/0000-0002-7466-9706. Email: [email protected]
Mohamed Elchalakani
Senior Lecturer, Dept. of Civil, Environmental and Mining Engineering, Faculty of Engineering, Computing and Mathematical Sciences, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.
Ali Karrech
Associate Professor, Dept. of Civil, Environmental and Mining Engineering, Faculty of Engineering, Computing and Mathematical Sciences, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.
Minhao Dong
Ph.D. Candidate, Dept. of Civil, Environmental and Mining Engineering, Faculty of Engineering, Computing and Mathematical Sciences, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.
M. S. Mohamed Ali
Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.
Professor, School of Civil Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China (corresponding author). Email: [email protected]

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