Abstract

In cold climates, early-age cementitious material is easily threatened by frost damage, causing deterioration of material properties. To investigate the hazard and failure mechanism of cement paste due to early frost damage, the cement hydration process was divided into five stages via the electrical resistivity method, and then fresh cement pastes were frozen in five stages and two different temperatures, respectively. Furthermore, mechanical tests and X-ray computed tomography scanning were carried out to characterize the development of frost-related damage. The results indicated that the effect of initial frost time on strength growth is greater than that of freezing temperature, and the cement matrix can be considered completely damaged when frost-related damage occurs before the initial setting. The frost-related texture develops from outside to inside and the porosity of the sample frozen at the first three stages was higher than that of samples frozen at the last two stages. Finally, the frost-related damage could be divided into three types: flow extrusion damage, freezing expansion cracking damage, and flow extrusion-freezing expansion cracking combined damage.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was also sponsored by the National Natural Science Foundation of China (51708045). It should be pointed out that the current research only reflects the views and opinions of the authors, but does not necessarily represent the views of material producers and fund providers. The main experiments of this research were carried out in the Key Laboratory of Special Area Highway Engineering, MOE of China, Chang’an University, China.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 4April 2023

History

Received: Nov 21, 2021
Accepted: Jul 7, 2022
Published online: Jan 24, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 24, 2023

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Zhuangzhuang Liu [email protected]
Professor, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China (corresponding author). Email: [email protected]
Doctoral Candidate, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China. ORCID: https://orcid.org/0000-0002-3668-2598. Email: [email protected]
Lecturer, School of Transportation and Logistics, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China. Email: [email protected]
Doctoral Candidate, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China. Email: [email protected]
Doctoral Candidate, School of Materials Science and Engineering, Chang’an Univ., Xi’an, Shaanxi 710054, China. Email: [email protected]
Lecturer, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway. ORCID: https://orcid.org/0000-0002-5924-9367. Email: [email protected]
Junior Engineer, China Communications Second Highway Survey Design and Research Institute Co. Ltd., 18 Chuangye Rd., Wuhan Economic and Technological Development Zone, Hubei 430052, China. Email: [email protected]
Professor, Key Laboratory of Special Area Highway Engineering, Ministry of Education (MoE), Chang’an Univ., Xi’an, Shaanxi 710054, China. Email: [email protected]

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