Technical Papers
Jan 10, 2024

Effects of Periodically Changing Temperatures on the Bond Interface between Crack Sealant and Repaired Pavement

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 1

Abstract

To study the influence of periodically changing temperature on the crack repair structure of asphalt pavement, the temperature field model and temperature stress calculation model of repaired pavement structure with crack sealant were established using ABAQUS. The temperature field distributions in different climate divisions were obtained. The mechanical response of bond interface between crack sealant and repaired pavement was calculated. The results indicate that the bond interface is subjected to tensile and shear stress under periodically changing temperature. The most unfavorable positions of tensile and shear stress were determined. The tensile stress level is much higher than shear stress in five climate divisions. The stress level of bond interface is significantly influenced by the lowest temperature and temperature difference. The different pavement structure forms have a slight effect on the stress level of the bond interface, but this effect is far less than the influence of climate conditions. Finally, the bond failure of bond interface was simulated. Based on the simulation, the minimum bonding strength requirements (Tn) for crack sealant in different climate divisions were proposed. These requirements provide a reference and basis for the bonding performance evaluation and practical application of crack sealant.

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Data Availability Statement

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

Acknowledgments

This research is supported by National Key R&D Program of China (2021YFB2600600), National Natural Science Foundation of China (51878168, 52378455), Science and Technology Plan of Shandong Transportation Department (2023B25), and Scientific Research Foundation of Graduate School of Southeast University (YBPY2159). Useful supports given by the National Demonstration Center for Experimental Road and Traffic Engineering Education (Southeast University) are also acknowledged.

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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 150Issue 1March 2024

History

Received: Jun 18, 2022
Accepted: Oct 26, 2023
Published online: Jan 10, 2024
Published in print: Mar 1, 2024
Discussion open until: Jun 10, 2024

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Shaoquan Wang [email protected]
Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Yingsong Li [email protected]
Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78713. Email: [email protected]
Professor, School of Transportation, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0002-6837-8400. Email: [email protected]
Lecturer, School of Traffic and Transportation, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. ORCID: https://orcid.org/0000-0002-1864-7430. Email: [email protected]
Master’s Student, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Zugang Zhang [email protected]
Senior Research Engineer, Nanjing Baodi Meishan Industrial City Development Co., Ltd., Meishan St., Mining Branch, Nanjing 210041, China. Email: [email protected]
Zhangwen Ou [email protected]
Senior Research Engineer, Nanjing Baodi Meishan Industrial City Development Co., Ltd., Mining Branch, Meishan St., Nanjing 210041, China. Email: [email protected]

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