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Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment
The hydration process and compressive strength and flexural strength development of sulphate-resistant Portland cement (SRPC) curing at 20 °C, 40 °C, 50 °C, and 60 °C were studied. In addition, MIP, XRD, SEM, and a thermodynamic simulation (using Gibbs Energy Minimization Software (GEMS)) were used...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9031861/ https://www.ncbi.nlm.nih.gov/pubmed/35454484 http://dx.doi.org/10.3390/ma15082790 |
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author | Wang, Yan Chen, Yahao Guo, Bingbing Zhang, Shaohui Tong, Yueping Niu, Ditao |
author_facet | Wang, Yan Chen, Yahao Guo, Bingbing Zhang, Shaohui Tong, Yueping Niu, Ditao |
author_sort | Wang, Yan |
collection | PubMed |
description | The hydration process and compressive strength and flexural strength development of sulphate-resistant Portland cement (SRPC) curing at 20 °C, 40 °C, 50 °C, and 60 °C were studied. In addition, MIP, XRD, SEM, and a thermodynamic simulation (using Gibbs Energy Minimization Software (GEMS)) were used to study the pore structure, the types, contents, and transformations of hydration products, and the changes in the internal micro-morphology. The results indicate that, compared with normal-temperature curing (20 °C), the early compressive strength (1, 3, and 7 d) of SRPC cured at 40~60 °C increased by 10.1~57.4%, and the flexural strength increased by 1.8~21.3%. However, high-temperature curing was unfavorable for the development of compressive strength and flexural strength in the later period (28~90 d), as they were reduced by 1.5~14.6% and 1.1~25.5%, respectively. With the increase in the curing temperature and curing age, the internal pores of the SRPC changed from small pores to large pores, and the number of harmful pores (>50 nm) increased significantly. In addition, the pore structure was further coarsened after curing at 60 °C for 90 d, and the number of multiple harmful pores (>200 nm) increased by 17.9%. High-temperature curing had no effect on the types of hydration products of the SRPC but accelerated the formation rate of hydration products. The production of the hydration products C-S-H increased by 13.5%, 18.6%, and 22.8% after curing at 40, 50, and 60 °C for 3 d, respectively. The stability of ettringite (AFt) reduced under high-temperature curing, and its diffraction peak was not observed in the XRD patterns. When the curing temperature was higher than 50 °C, AFt began to transform into monosulfate, which consumed more tricalcium aluminate hydrate and inhibited the formation of “delayed ettringite”. Under high-temperature curing, the compactness of the internal microstructure of the SRPC decreased, and the distribution of hydration products was not uniform, which affected the growth in its strength during the later period. |
format | Online Article Text |
id | pubmed-9031861 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-90318612022-04-23 Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment Wang, Yan Chen, Yahao Guo, Bingbing Zhang, Shaohui Tong, Yueping Niu, Ditao Materials (Basel) Article The hydration process and compressive strength and flexural strength development of sulphate-resistant Portland cement (SRPC) curing at 20 °C, 40 °C, 50 °C, and 60 °C were studied. In addition, MIP, XRD, SEM, and a thermodynamic simulation (using Gibbs Energy Minimization Software (GEMS)) were used to study the pore structure, the types, contents, and transformations of hydration products, and the changes in the internal micro-morphology. The results indicate that, compared with normal-temperature curing (20 °C), the early compressive strength (1, 3, and 7 d) of SRPC cured at 40~60 °C increased by 10.1~57.4%, and the flexural strength increased by 1.8~21.3%. However, high-temperature curing was unfavorable for the development of compressive strength and flexural strength in the later period (28~90 d), as they were reduced by 1.5~14.6% and 1.1~25.5%, respectively. With the increase in the curing temperature and curing age, the internal pores of the SRPC changed from small pores to large pores, and the number of harmful pores (>50 nm) increased significantly. In addition, the pore structure was further coarsened after curing at 60 °C for 90 d, and the number of multiple harmful pores (>200 nm) increased by 17.9%. High-temperature curing had no effect on the types of hydration products of the SRPC but accelerated the formation rate of hydration products. The production of the hydration products C-S-H increased by 13.5%, 18.6%, and 22.8% after curing at 40, 50, and 60 °C for 3 d, respectively. The stability of ettringite (AFt) reduced under high-temperature curing, and its diffraction peak was not observed in the XRD patterns. When the curing temperature was higher than 50 °C, AFt began to transform into monosulfate, which consumed more tricalcium aluminate hydrate and inhibited the formation of “delayed ettringite”. Under high-temperature curing, the compactness of the internal microstructure of the SRPC decreased, and the distribution of hydration products was not uniform, which affected the growth in its strength during the later period. MDPI 2022-04-11 /pmc/articles/PMC9031861/ /pubmed/35454484 http://dx.doi.org/10.3390/ma15082790 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 Wang, Yan Chen, Yahao Guo, Bingbing Zhang, Shaohui Tong, Yueping Niu, Ditao Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment |
title | Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment |
title_full | Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment |
title_fullStr | Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment |
title_full_unstemmed | Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment |
title_short | Study on the Strength and Hydration Behavior of Sulfate-Resistant Cement in High Geothermal Environment |
title_sort | study on the strength and hydration behavior of sulfate-resistant cement in high geothermal environment |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9031861/ https://www.ncbi.nlm.nih.gov/pubmed/35454484 http://dx.doi.org/10.3390/ma15082790 |
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