Abstract

The large temperature differences between day and night in winter at plateau areas can lead to the reduction of skid resistance of roads. However, most of the traditional salt storage and deicing fillers are chlorides, and their long-term usage will cause damage to the ecological environment. In order to achieve green deicing of asphalt pavement, this paper developed efficient and environmentally friendly salt storage fibers for the anti-icing of asphalt pavement, and the optimal components of salt storage fibers were determined. On this basis, the morphology and rust resistance of salt storage fibers were characterized, and the ice suppression and deicing performances were also determined. The experimental results show that the optimal component ratio of anti-icing reagent for sodium acetate, potassium acetate and sodium formate follows 721 and the optimal component ratio of organic salt and fiber is 31, which can achieve a better ice-melting effect and sustainable economy. According to the scanning electron microscope (SEM) images, the salts in the salt storage fiber are fully absorbed, which has a certain slow-release performance due to the resin package. In addition, the effective anti-icing components of the salt storage fiber are less corrosive to the metal materials, and the asphalt mixtures doped with salt storage fibers can melt ice at the rate of (1,022  g/h·m2) under relatively low temperatures. This can effectively weaken the freeze-bond strengths and ice–road interface adhesion.

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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 supported by National Natural Science Foundation of China under Grant No. 52278460. The authors appreciate Sichuan Provincial Key Laboratory of Road Engineering for providing the experimental equipment to carry out all the mentioned tests.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 5May 2024

History

Received: Jul 19, 2023
Accepted: Oct 24, 2023
Published online: Feb 23, 2024
Published in print: May 1, 2024
Discussion open until: Jul 23, 2024

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Associate Professor, Highway Engineering Key Laboratory of Sichuan Province, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]
Master’s Candidate, Highway Engineering Key Laboratory of Sichuan Province, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China. Email: [email protected]
Ph.D. Candidate, Highway Engineering Key Laboratory of Sichuan Province, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China. ORCID: https://orcid.org/0000-0003-3286-9141. Email: [email protected]
Ph.D. Candidate, Highway Engineering Key Laboratory of Sichuan Province, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). ORCID: https://orcid.org/0000-0001-8725-0894. Email: [email protected]
Ph.D. Candidate, Sichuan Yakang Expressway Co., Ltd., No. 90, West Section 1, Second Ring Rd., Wuhou District, Chengdu 625000, China. Email: [email protected]
Feiyun Yuan [email protected]
Ph.D. Candidate, Sichuan Yakang Expressway Co., Ltd., No. 90, West Section 1, Second Ring Rd., Wuhou District, Chengdu 625000, China. Email: [email protected]
Professor, Highway Engineering Key Laboratory of Sichuan Province, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China. ORCID: https://orcid.org/0000-0002-2250-5363. Email: [email protected]

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