Cargando…

Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering

The corrosive water environment has a decisive influence on the durability of a diversion tunnel lining. In this paper, the effects of carbonation on cement-based materials in water-immersion and saturated-humidity environments were studied by increasing the CO(2) concentration. The results show tha...

Descripción completa

Detalles Bibliográficos
Autores principales: Zheng, Jun, Zeng, Gang, Zhou, Hui, Cai, Guanghua
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9369855/
https://www.ncbi.nlm.nih.gov/pubmed/35955173
http://dx.doi.org/10.3390/ma15155238
_version_ 1784766603662983168
author Zheng, Jun
Zeng, Gang
Zhou, Hui
Cai, Guanghua
author_facet Zheng, Jun
Zeng, Gang
Zhou, Hui
Cai, Guanghua
author_sort Zheng, Jun
collection PubMed
description The corrosive water environment has a decisive influence on the durability of a diversion tunnel lining. In this paper, the effects of carbonation on cement-based materials in water-immersion and saturated-humidity environments were studied by increasing the CO(2) concentration. The results show that under conditions of water-immersion and saturated humidity, the color of the non-carbonation region is dark, while the carbonation region is gray, and the color boundary is obvious. However, in an atmospheric environment, there is no zone with a dark color and the color boundary is not obvious. In a saturated-humidity environment, the carbonation depth increases over time and changes greatly, and its value is about 16.71 mm at 200 days. While in a water-immersion environment, the carbonation depth varies little with time and the value is only 2.31 mm. The carbonation depths of cement mortar samples in different environments generally follow a linear relationship with the square root of time. The carbonation coefficient in a saturated-humidity environment is more than nine times that in the water-immersion environment. In a water-immersion environment, the carbonation causes a large loss of calcium in cement-based materials, and their Ca/Si ratio obviously decreases. The calcium silicon ratio (Ca/Si) of cement-based materials in a water-immersion environment is 0.11, which is much less than 1.51 in a water-saturated environment and 1.49 in an atmospheric environment. In a saturated-humidity environment, the carbonation only reduces the pH of the pore solution in the carbonation region, and the structural stability of cement-based materials is not degraded. The number of pores of all radii after carbonation in a water-immersion environment exceeds that in a saturated-humidity environment, and the total pore volume and average pore radius in a water-immersion environment are also larger than in a saturated-humidity environment, so the water-immersion environment accelerates the development and expansion of pores. The research results can provide some theoretical and technical support for the design, construction, and safe operation of diversion tunnel linings.
format Online
Article
Text
id pubmed-9369855
institution National Center for Biotechnology Information
language English
publishDate 2022
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-93698552022-08-12 Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering Zheng, Jun Zeng, Gang Zhou, Hui Cai, Guanghua Materials (Basel) Article The corrosive water environment has a decisive influence on the durability of a diversion tunnel lining. In this paper, the effects of carbonation on cement-based materials in water-immersion and saturated-humidity environments were studied by increasing the CO(2) concentration. The results show that under conditions of water-immersion and saturated humidity, the color of the non-carbonation region is dark, while the carbonation region is gray, and the color boundary is obvious. However, in an atmospheric environment, there is no zone with a dark color and the color boundary is not obvious. In a saturated-humidity environment, the carbonation depth increases over time and changes greatly, and its value is about 16.71 mm at 200 days. While in a water-immersion environment, the carbonation depth varies little with time and the value is only 2.31 mm. The carbonation depths of cement mortar samples in different environments generally follow a linear relationship with the square root of time. The carbonation coefficient in a saturated-humidity environment is more than nine times that in the water-immersion environment. In a water-immersion environment, the carbonation causes a large loss of calcium in cement-based materials, and their Ca/Si ratio obviously decreases. The calcium silicon ratio (Ca/Si) of cement-based materials in a water-immersion environment is 0.11, which is much less than 1.51 in a water-saturated environment and 1.49 in an atmospheric environment. In a saturated-humidity environment, the carbonation only reduces the pH of the pore solution in the carbonation region, and the structural stability of cement-based materials is not degraded. The number of pores of all radii after carbonation in a water-immersion environment exceeds that in a saturated-humidity environment, and the total pore volume and average pore radius in a water-immersion environment are also larger than in a saturated-humidity environment, so the water-immersion environment accelerates the development and expansion of pores. The research results can provide some theoretical and technical support for the design, construction, and safe operation of diversion tunnel linings. MDPI 2022-07-29 /pmc/articles/PMC9369855/ /pubmed/35955173 http://dx.doi.org/10.3390/ma15155238 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
Zheng, Jun
Zeng, Gang
Zhou, Hui
Cai, Guanghua
Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering
title Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering
title_full Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering
title_fullStr Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering
title_full_unstemmed Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering
title_short Experimental Study on Carbonation of Cement-Based Materials in Underground Engineering
title_sort experimental study on carbonation of cement-based materials in underground engineering
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9369855/
https://www.ncbi.nlm.nih.gov/pubmed/35955173
http://dx.doi.org/10.3390/ma15155238
work_keys_str_mv AT zhengjun experimentalstudyoncarbonationofcementbasedmaterialsinundergroundengineering
AT zenggang experimentalstudyoncarbonationofcementbasedmaterialsinundergroundengineering
AT zhouhui experimentalstudyoncarbonationofcementbasedmaterialsinundergroundengineering
AT caiguanghua experimentalstudyoncarbonationofcementbasedmaterialsinundergroundengineering