Technical Papers
Sep 30, 2022

Strategies to Incorporate Ground-Granulated Blast-Furnace Slag and Copper Slag into Ultrahigh-Performance Fiber-Reinforced Concrete

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 12

Abstract

In this work, the feasibility of incorporating different industrial wastes in the production of ultrahigh-performance fiber-reinforced concrete (UHPFRC) is investigated. Five different blends of UHPFRC were produced, partially replacing coarse sand with copper slag (CS) and cement and/or silica fume with ground-granulated blast-furnace slag (GGBFS). The replacement percentages ranged between 50% and 60% in all cases. This study focuses on the development of an UHPFRC using waste without special treatments and available in the Andalusia, Spain, market to reduce the cost of concrete. An extensive experimental program was carried out to analyze workability and mechanical properties. Results obtained showed a significant reduction in environmental and economic cost without loss in the UHPFRC performance. One of the main conclusions was that partial replacement of GGBFS increased the compressive and flexural strength at later ages (matching the traditional UHPFRC at 28 days) even when a small decrease was observed at early ages. In addition, the partial replacement of coarse sand by CS resulted in a UHPFRC with a compressive and flexural strength similar to the traditional UHPFRC at different ages.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge to Estabisol S.A. and Sibelco S.A. for their contribution to this research in the form of the supply of GGBFS and silica flour, respectively.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 12December 2022

History

Received: Jan 6, 2022
Accepted: Mar 29, 2022
Published online: Sep 30, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 28, 2023

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M. E. Parron-Rubio [email protected]
Assistant Professor, Dept. of Civil and Materials Engineering, Univ. of Malaga, C/Doctor Ortiz Ramos, s/n, Malaga 29071, Spain. Email: [email protected]
Associate Professor, Dept. of Civil and Materials Engineering, Univ. of Malaga, C/Doctor Ortiz Ramos, s/n, Malaga 29071, Spain (corresponding author). ORCID: https://orcid.org/0000-0001-9072-7139. Email: [email protected]
A. Gonzalez-Herrera [email protected]
Full Professor, Dept. of Civil and Materials Engineering, Univ. of Malaga, C/Doctor Ortiz Ramos, s/n, Malaga 29071, Spain. Email: [email protected]
Associate Professor, Dept. of Civil and Materials Engineering, Univ. of Malaga, C/Doctor Ortiz Ramos, s/n, Malaga 29071, Spain. ORCID: https://orcid.org/0000-0002-7195-5686. Email: [email protected]
M. D. Rubio-Cintas [email protected]
Associate Professor, Dept. of Industrial and Civil Engineering, Univ. of Cádiz (UCA), Avda. Ramón Puyol, s/n, Algeciras 11201, Spain. Email: [email protected]

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