Abstract

Alkaline-activated cement, as an alternative to conventional portland cement, is being increasingly studied due to its environmental advantages and engineering properties. However, research on the feasibility of using both uncommon precursors and curing at ambient temperature is still limited. This study aims to investigate the potential of ceramic wastes, specifically from brick and tile production and ladle furnace slag, as precursors in alkaline activated cement reinforced with polyacrylonitrile fibers cured at 20°C. Sodium silicate, in solution form, was used to activate the precursors, and three different fiber contents were tested, namely 0%, 0.5%, and 1%, by volume. Physical properties, such as capillarity and porosity, were assessed. Moreover, the mechanical behavior was thoroughly characterized by uniaxial compressive, flexural, and elasticity modulus tests. In addition, a thorough microstructural characterization, including scanning electron microscopy, X-ray energy dispersive analyzer, X-ray diffraction, and Fourier transform infrared spectroscopy was conducted at 14, 28, and 90 days. The results revealed that environmentally friendly alkali-activated binders were produced from wastes with limited industrial recycling possibilities. The mixture with 0.5% fibers was the one that presented better results, i.e., a flexural strength of 8.84  N/mm2 and compressive strength of 29  MPa at 90 days. The mechanical performance of this material is relevant, especially considering that a relatively low curing temperature was applied. The results also showed that calcium aluminum silicate hydrate (C-A-S-H) was detected as the main reaction product.

Practical Applications

Alkali-activated cement has been identified as a potential alternative to traditional portland cement due to advantages such as the reduction of CO2 emissions to the atmosphere, and the conservation of natural resources, because wastes can be transformed into useful products. All over the world, ceramic materials are widely used in different types of construction, and significant amount (between 30% and 45%), end up as waste. Therefore, this study aims to show the possibility of reusing ceramic waste for the development of a fiber-reinforced alkaline activated cement composite with acceptable physical and mechanical properties that allow it to be used in non-structural applications; for example, bricks, tiles, partition walls, and other building materials. It also is a low-energy consumption process, because curing can be done at ambient temperatures. Finally, the obtained results, e.g., flexural strength of 8.84  N/mm2 and compressive strength of 29 MPa, open the door for several applications in the construction industry.

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Data Availability Statement

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

Acknowledgments

This work was partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020, and the research project CirMat: CIRcular aggregates for sustainable road and building MATerials (ref. 16_Call#2) is funded by Iceland, Liechtenstein and Norway through the EEA Grants and Norway Grants, operationalized by the Portuguese Office of the Secretary of State for the Environment; as well as RENEw, POCI-01-0247-FEDER-033834, that was co-funded by Fundo Europeu de Desenvolvimento Regional (FEDER), with Programa Operacional da Competitividade e Internacionalização do Portugal 2020, COMPETE 2020. The authors acknowledge the support of the DST Group construction company for funding the project Chair dst/IB-S: Smart Systems for Construction. The Secretary of Higher Education, Science, Technology and Innovation, SENESCYT (Spanish acronym) from Ecuador, as well as the contribution of SGL Carbon Composites S.A, Cerâmica Amaro Macedo, and Megasa in Portugal for the supply of the PAN fibers, the ceramic bricks waste, and the ladle furnace slag, respectively.

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Journal of Materials in Civil Engineering
Volume 35Issue 9September 2023

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Received: Apr 23, 2022
Accepted: Jan 24, 2023
Published online: Jun 16, 2023
Published in print: Sep 1, 2023
Discussion open until: Nov 16, 2023

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Ph.D. Fellow Researcher, Dept. of Civil Engineering, Univ. of Minho, Azurém Campus, Guimarães 4800-058, Portugal. ORCID: https://orcid.org/0000-0002-0003-8901. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Minho, Guimarães 4800-058, Portugal. ORCID: https://orcid.org/0000-0003-0841-7954. Email: [email protected]
Tiago Miranda [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Minho, Guimarães 4800-058, Portugal. Email: [email protected]
Assistant Professor, Dept. of Engineering, Univ. of Trás-os-Montes e Alto Douro, Vila Real 5001-801, Portugal. ORCID: https://orcid.org/0000-0002-3600-1094. Email: [email protected]
Lisete Fernandes [email protected]
Senior Technician, Dept. of Chemistry, Univ. of Trás-os-Montes e Alto Douro, Vila Real 5001-801, Portugal. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Minho, Guimarães 4800-058, Portugal. ORCID: https://orcid.org/0000-0002-2727-3266. Email: [email protected]
Vítor M. C. F. Cunha [email protected]
Associate Researcher, Dept. of Civil Engineering, Univ. of Minho, Guimarães 4800-058, Portugal (corresponding author). Email: [email protected]

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