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The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties

In the concrete manufacturing industry, a large amount of waste is generated. Such waste can be utilised in the production of more sustainable products with a low carbon footprint. In this study, concrete sludge, a difficult-to-utilise waste that is obtained from residual concrete by washing a concr...

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Autores principales: Pocius, Edvinas, Nagrockienė, Džigita, Pundienė, Ina
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10056428/
https://www.ncbi.nlm.nih.gov/pubmed/36984411
http://dx.doi.org/10.3390/ma16062531
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author Pocius, Edvinas
Nagrockienė, Džigita
Pundienė, Ina
author_facet Pocius, Edvinas
Nagrockienė, Džigita
Pundienė, Ina
author_sort Pocius, Edvinas
collection PubMed
description In the concrete manufacturing industry, a large amount of waste is generated. Such waste can be utilised in the production of more sustainable products with a low carbon footprint. In this study, concrete sludge, a difficult-to-utilise waste that is obtained from residual concrete by washing a concrete truck, was investigated. During washing, aggregates from the concrete mixture are separated, and the remaining insoluble fine particles combine with water to form concrete sludge. Dried and wet concrete sludge were used in the tests. Samples with different compositions were produced with dried and wet concrete sludge, cement, superplasticiser, and tap water. Seven cement pastes with different compositions were made by partially replacing cement with dried concrete sludge (0%, 5%, 10%, 15%, 20%, 25%, and 30%). In compositions with wet concrete sludge, cement was replaced by the same amounts as in the case of dried concrete sludge. The slump, setting time, and their changes with different amounts of concrete sludge were determined for fresh cement pastes. It was found that with different forms of concrete sludge, the technological properties of the mixtures change, and the setting time decreases. The density and compressive and flexural strength results were confirmed by SEM and XRD tests. The research results show that dry concrete sludge causes the deterioration of the mechanical properties of cement stone, while wet concrete sludge improves the mechanical properties of cement stone. However, it was found that replacing 5% cement with dry concrete sludge does not significantly affect the properties of hardened cement stone. In mixes with wet concrete sludge, the recommended amount of replaced cement is 10%, because the technological properties of the mixture are strongly influenced by larger amounts.
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spelling pubmed-100564282023-03-30 The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties Pocius, Edvinas Nagrockienė, Džigita Pundienė, Ina Materials (Basel) Article In the concrete manufacturing industry, a large amount of waste is generated. Such waste can be utilised in the production of more sustainable products with a low carbon footprint. In this study, concrete sludge, a difficult-to-utilise waste that is obtained from residual concrete by washing a concrete truck, was investigated. During washing, aggregates from the concrete mixture are separated, and the remaining insoluble fine particles combine with water to form concrete sludge. Dried and wet concrete sludge were used in the tests. Samples with different compositions were produced with dried and wet concrete sludge, cement, superplasticiser, and tap water. Seven cement pastes with different compositions were made by partially replacing cement with dried concrete sludge (0%, 5%, 10%, 15%, 20%, 25%, and 30%). In compositions with wet concrete sludge, cement was replaced by the same amounts as in the case of dried concrete sludge. The slump, setting time, and their changes with different amounts of concrete sludge were determined for fresh cement pastes. It was found that with different forms of concrete sludge, the technological properties of the mixtures change, and the setting time decreases. The density and compressive and flexural strength results were confirmed by SEM and XRD tests. The research results show that dry concrete sludge causes the deterioration of the mechanical properties of cement stone, while wet concrete sludge improves the mechanical properties of cement stone. However, it was found that replacing 5% cement with dry concrete sludge does not significantly affect the properties of hardened cement stone. In mixes with wet concrete sludge, the recommended amount of replaced cement is 10%, because the technological properties of the mixture are strongly influenced by larger amounts. MDPI 2023-03-22 /pmc/articles/PMC10056428/ /pubmed/36984411 http://dx.doi.org/10.3390/ma16062531 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Pocius, Edvinas
Nagrockienė, Džigita
Pundienė, Ina
The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties
title The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties
title_full The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties
title_fullStr The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties
title_full_unstemmed The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties
title_short The Influence of Concrete Sludge from Residual Concrete on Fresh and Hardened Cement Paste Properties
title_sort influence of concrete sludge from residual concrete on fresh and hardened cement paste properties
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10056428/
https://www.ncbi.nlm.nih.gov/pubmed/36984411
http://dx.doi.org/10.3390/ma16062531
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