Abstract

X-ray computed tomography (XCT) was used to monitor microstructure changes of hardened cement paste, with different water/cement ratios during a one-dimensional carbonation process. After removing equipment-induced measurement errors by a volume-constant method, the pores, dense hydration products, loose hydration products, and unhydrated cement in the sample were classified. Consequently, variation of each component with depth and carbonation duration were obtained, based on which mechanism of carbonation on hardened cement paste was conducted. Results showed that microstructure changes in hardened cement paste under CO2 effects is a coexisting simultaneous densification and cracking process. Within the entire carbonation process, the changes exhibited a general alternate pattern of densification–cracking–redensification, leading to connection of micropores into macro ones in hardened cement paste (i.e., the so-called carbonation-induced cracking); entire volume of the pores bigger than 4.4 μm did not present obvious changes during carbonation; a CO2 influence depth can be obtained by this method, which has an approximate linear relationship with the square root of carbonation duration and has limited influence with the water/cement ratio used in this study.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors gratefully acknowledge the financial support provided by the National Natural Science Foundation of China (Nos. 52078301, 51978406, 51908370, and 51878415) and Natural Science Foundation of Guangdong Province (No. 2019A1515012014). Technical support was provided by Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, SZU (2020B1212060074).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 9September 2023

History

Received: Aug 3, 2022
Accepted: Mar 6, 2023
Published online: Jul 4, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 4, 2023

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Associate Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China; Researcher, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Key Laboratory for Resilient Infrastructures of Coastal Cities, Ministry of Education, Shenzhen Univ., Shenzhen 518061, China. ORCID: https://orcid.org/0000-0001-7801-4689. Email: [email protected]
Postgraduate Student, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China. Email: [email protected]
Engineer, Shenzhen International Logistics Development Co., Ltd., No.1255 Zhongqing Rd., Central China Branch, Hunan 410005, China. Email: [email protected]
Wengen Yang [email protected]
Engineer, China Construction Third Engineering Bureau Group South China Co., Ltd., No. 3040, Nanshan St., Guangdong 510600, China. Email: [email protected]
Baojian Zhan [email protected]
Lecturer, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China; Researcher, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Key Laboratory for Resilient Infrastructures of Coastal Cities, Ministry of Education, Shenzhen Univ., Shenzhen 518061, China. Email: [email protected]
Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China; Researcher, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Key Laboratory for Resilient Infrastructures of Coastal Cities, Ministry of Education, Shenzhen Univ., Shenzhen 518061, China. Email: [email protected]
Professor, College of Civil and Transportation Engineering, Ministry of Education, Shenzhen Univ., Shenzhen 518061, China; President, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Ministry of Education, Shenzhen Univ., Shenzhen 518061, China. Email: [email protected]
Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, China; Researcher, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Key Laboratory for Resilient Infrastructures of Coastal Cities, Ministry of Education, Shenzhen Univ., Shenzhen 518061, China (corresponding author). ORCID: https://orcid.org/0000-0001-9533-6575. Email: [email protected]

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