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Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells

Recycling crushed waste oyster shells (WOS) as a fine aggregate is an attractive method of disposal. However, its use in geopolymer mortar has not been reported. The influence of PVA fibres on the engineering properties of the new geopolymer mortar is still unclear. To bridge the gap, this study inv...

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Autores principales: Deng, Ziming, Yang, Zhangfeng, Bian, Jin, Pan, Xinxiang, Wu, Guanglin, Guo, Fei, Fu, Ruizhi, Yan, Hongjin, Deng, Zijun, Chen, Siqi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9572934/
https://www.ncbi.nlm.nih.gov/pubmed/36234356
http://dx.doi.org/10.3390/ma15197013
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author Deng, Ziming
Yang, Zhangfeng
Bian, Jin
Pan, Xinxiang
Wu, Guanglin
Guo, Fei
Fu, Ruizhi
Yan, Hongjin
Deng, Zijun
Chen, Siqi
author_facet Deng, Ziming
Yang, Zhangfeng
Bian, Jin
Pan, Xinxiang
Wu, Guanglin
Guo, Fei
Fu, Ruizhi
Yan, Hongjin
Deng, Zijun
Chen, Siqi
author_sort Deng, Ziming
collection PubMed
description Recycling crushed waste oyster shells (WOS) as a fine aggregate is an attractive method of disposal. However, its use in geopolymer mortar has not been reported. The influence of PVA fibres on the engineering properties of the new geopolymer mortar is still unclear. To bridge the gap, this study investigated the influence of various PVA fibre contents (0–1.05 vol%) on the flowability, compressive, flexural strengths, drying shrinkage, sorptivity, chloride resistance, porosity, fibre dispersion, embodied CO(2) emissions (ECO(2)e), and embodied energy (EE) of the geopolymer mortar. The results indicated that the inclusion of 0.15–1.05 vol% of PVA fibres improved the flexural strength by 10.10–42.31% and reduced the drying shrinkage by 13.37–65.79%. The flowability and compressive strength decreased by 10.78–34.28% and 7.50–27.65%, respectively, but they were sufficient for construction. The sorptivity increased by 1.45–15.16%, and the chloride resistance decreased by 15.09–56.35%, but the geopolymer mortar was still classified as low chloride penetrability. In summary, the optimal content of PVA fibres is 0.45 vol%, and the geopolymer mortar has good engineering properties and eco-efficiency. The cost analysis and high-temperature resistance of the geopolymer mortar are neglected in this study, which should be evaluated in future work.
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spelling pubmed-95729342022-10-17 Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells Deng, Ziming Yang, Zhangfeng Bian, Jin Pan, Xinxiang Wu, Guanglin Guo, Fei Fu, Ruizhi Yan, Hongjin Deng, Zijun Chen, Siqi Materials (Basel) Article Recycling crushed waste oyster shells (WOS) as a fine aggregate is an attractive method of disposal. However, its use in geopolymer mortar has not been reported. The influence of PVA fibres on the engineering properties of the new geopolymer mortar is still unclear. To bridge the gap, this study investigated the influence of various PVA fibre contents (0–1.05 vol%) on the flowability, compressive, flexural strengths, drying shrinkage, sorptivity, chloride resistance, porosity, fibre dispersion, embodied CO(2) emissions (ECO(2)e), and embodied energy (EE) of the geopolymer mortar. The results indicated that the inclusion of 0.15–1.05 vol% of PVA fibres improved the flexural strength by 10.10–42.31% and reduced the drying shrinkage by 13.37–65.79%. The flowability and compressive strength decreased by 10.78–34.28% and 7.50–27.65%, respectively, but they were sufficient for construction. The sorptivity increased by 1.45–15.16%, and the chloride resistance decreased by 15.09–56.35%, but the geopolymer mortar was still classified as low chloride penetrability. In summary, the optimal content of PVA fibres is 0.45 vol%, and the geopolymer mortar has good engineering properties and eco-efficiency. The cost analysis and high-temperature resistance of the geopolymer mortar are neglected in this study, which should be evaluated in future work. MDPI 2022-10-10 /pmc/articles/PMC9572934/ /pubmed/36234356 http://dx.doi.org/10.3390/ma15197013 Text en © 2022 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
Deng, Ziming
Yang, Zhangfeng
Bian, Jin
Pan, Xinxiang
Wu, Guanglin
Guo, Fei
Fu, Ruizhi
Yan, Hongjin
Deng, Zijun
Chen, Siqi
Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells
title Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells
title_full Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells
title_fullStr Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells
title_full_unstemmed Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells
title_short Engineering Properties of PVA Fibre-Reinforced Geopolymer Mortar Containing Waste Oyster Shells
title_sort engineering properties of pva fibre-reinforced geopolymer mortar containing waste oyster shells
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9572934/
https://www.ncbi.nlm.nih.gov/pubmed/36234356
http://dx.doi.org/10.3390/ma15197013
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