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Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material
The use of ammonia soda residue (ASR) to prepare building materials is an effective way to dispose of ASR on a large scale, but this process suffers from a lack of data and theoretical basis. In this paper, a composite cementitious material was prepared using ASR and cement, and the hydration mechan...
Autores principales: | , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8432485/ https://www.ncbi.nlm.nih.gov/pubmed/34500883 http://dx.doi.org/10.3390/ma14174794 |
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author | Xu, Dong Fu, Pingfeng Ni, Wen Wang, Qunhui Li, Keqing |
author_facet | Xu, Dong Fu, Pingfeng Ni, Wen Wang, Qunhui Li, Keqing |
author_sort | Xu, Dong |
collection | PubMed |
description | The use of ammonia soda residue (ASR) to prepare building materials is an effective way to dispose of ASR on a large scale, but this process suffers from a lack of data and theoretical basis. In this paper, a composite cementitious material was prepared using ASR and cement, and the hydration mechanism of cementitious materials with 5%, 10%, and 20% ASR was studied. The XRD and SEM results showed that the main hydration products of ASR-cement composite cementitious materials were an amorphous C-S-H gel, hexagonal plate-like Ca(OH)(2) (CH), and regular hexagonal plate-like Friedel’s salt (FS). The addition of ASR increased the heat of hydration of the cementitious material, which increased upon increasing the ASR content. The addition of ASR also reduced the cumulative pore volume of the hardened paste, which displayed the optimal pore structure when the ASR content was 5%. In addition, ASR shortened the setting time compared with the cement group, and the final setting times of the pastes with 5%, 10%, and 20% ASR were 30 min, 45 min, and 70 min shorter, respectively. When the ASR content did not exceed 10%, the 3-day compressive strength of the mortar was significantly improved, but the 28-day compressive strength was worse. Finally, the hydration mechanism and potential applications of the cementitious material are discussed. The results of this paper promote the use of ASR in building materials to reduce CO(2) emissions in the cement industry. |
format | Online Article Text |
id | pubmed-8432485 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-84324852021-09-11 Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material Xu, Dong Fu, Pingfeng Ni, Wen Wang, Qunhui Li, Keqing Materials (Basel) Article The use of ammonia soda residue (ASR) to prepare building materials is an effective way to dispose of ASR on a large scale, but this process suffers from a lack of data and theoretical basis. In this paper, a composite cementitious material was prepared using ASR and cement, and the hydration mechanism of cementitious materials with 5%, 10%, and 20% ASR was studied. The XRD and SEM results showed that the main hydration products of ASR-cement composite cementitious materials were an amorphous C-S-H gel, hexagonal plate-like Ca(OH)(2) (CH), and regular hexagonal plate-like Friedel’s salt (FS). The addition of ASR increased the heat of hydration of the cementitious material, which increased upon increasing the ASR content. The addition of ASR also reduced the cumulative pore volume of the hardened paste, which displayed the optimal pore structure when the ASR content was 5%. In addition, ASR shortened the setting time compared with the cement group, and the final setting times of the pastes with 5%, 10%, and 20% ASR were 30 min, 45 min, and 70 min shorter, respectively. When the ASR content did not exceed 10%, the 3-day compressive strength of the mortar was significantly improved, but the 28-day compressive strength was worse. Finally, the hydration mechanism and potential applications of the cementitious material are discussed. The results of this paper promote the use of ASR in building materials to reduce CO(2) emissions in the cement industry. MDPI 2021-08-24 /pmc/articles/PMC8432485/ /pubmed/34500883 http://dx.doi.org/10.3390/ma14174794 Text en © 2021 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 Xu, Dong Fu, Pingfeng Ni, Wen Wang, Qunhui Li, Keqing Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material |
title | Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material |
title_full | Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material |
title_fullStr | Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material |
title_full_unstemmed | Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material |
title_short | Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material |
title_sort | characterization and hydration mechanism of ammonia soda residue and portland cement composite cementitious material |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8432485/ https://www.ncbi.nlm.nih.gov/pubmed/34500883 http://dx.doi.org/10.3390/ma14174794 |
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