Concrete mixtures with high volumes of electric arc furnace slag as aggregates and high-calcium fly ash as part of the binding system were produced and tested for their properties. The properties tested included strength development, microstructure and abrasion resistance, and the results were compared to those of conventional concrete. Results showed that compressive strength levels equal to or higher than those of conventional concrete can be achieved by using more than 90% by mass industrial by-products in the concrete mixture. These concretes of greater unit weight have shown very good aggregate–matrix transition zone and abrasion resistance, which makes them particularly suitable for pavement applications. The possibility of heavy metals leaching was also tested using a tank-leaching test, which showed minimal risk from the incorporation of electric arc furnace slag and high-calcium fly ash in concrete.
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August 2011
Research Article|
August 01 2011
Concrete incorporating high-calcium fly ash and EAF slag aggregates
Ioanna Papayianni, PhD;
Ioanna Papayianni, PhD
Laboratory of Building Materials, Department of Civil Engineering, Aristotle University of Thessaloniki, Greece
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Eleftherios Anastasiou, PhD
Eleftherios Anastasiou, PhD
Laboratory of Building Materials, Department of Civil Engineering, Aristotle University of Thessaloniki, Greece
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Publisher: Emerald Publishing
Revision Received:
January 27 2010
Revision Requested:
July 30 2010
Accepted:
August 10 2010
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2011
Magazine of Concrete Research (2011) 63 (8): 597–604.
Article history
Revision Received:
January 27 2010
Revision Requested:
July 30 2010
Accepted:
August 10 2010
Citation
Papayianni I, Anastasiou E (2011), "Concrete incorporating high-calcium fly ash and EAF slag aggregates". Magazine of Concrete Research, Vol. 63 No. 8 pp. 597–604, doi: https://doi.org/10.1680/macr.2011.63.8.597
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