Review of Study on Performance of Interlayer Bonding of Concrete Bridge Pavements

Authors

LYU Songtao, School of Transportation, Changsha University of Science and Technology, Changsha, Hunan 410114, China; National Engineering Research Center of Highway Maintenance Technology, Changsha, Hunan 410114, China; National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Changsha, Hunan 410114, ChinaFollow
YANG Dingling, School of Transportation, Changsha University of Science and Technology, Changsha, Hunan 410114, China; National Engineering Research Center of Highway Maintenance Technology, Changsha, Hunan 410114, China; National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Changsha, Hunan 410114, ChinaFollow
LU Weiwei, School of Transportation, Changsha University of Science and Technology, Changsha, Hunan 410114, China; National Engineering Research Center of Highway Maintenance Technology, Changsha, Hunan 410114, China; National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Changsha, Hunan 410114, China
DUAN Haihui, School of Transportation, Changsha University of Science and Technology, Changsha, Hunan 410114, China; National Engineering Research Center of Highway Maintenance Technology, Changsha, Hunan 410114, China; National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Changsha, Hunan 410114, China

Corresponding Author

杨叮玲, 女, 硕士研究生.E-mail: yangdingling@stu.csust.edu.cn

Abstract

To clarify how interlayer bonding performance of cement concrete bridge decks affects the durability of bridge deck pavements and to identify the technical methods, research challenges, and future development trends for improving interlayer bonding performance, the research progress on the interlayer bonding performance of bridge deck pavements in China and abroad was reviewed. First, the characterization models and bond failure modes of the existing interlayer bonding state of bridge deck pavements were summarized, and the influencing factors of interlayer bonding performance and their working mechanisms were analyzed. Second, current evaluation methods and indices for interlayer bonding performance were discussed, and their limitations were pointed out. Finally, effective measures for improving interlayer bonding performance are outlined, and future research directions are proposed. The results show that the current interlayer contact models are relatively simple and have difficulty accurately characterizing complex interlayer bonding states. Temperature and interlayer interface roughness are the key factors affecting interlayer bonding performance. Existing interlayer bonding performance evaluation methods mostly rely on destructive shear tests, and the development of repeatable and rapid non-destructive testing technologies is an important trend. At present, there is no unified evaluation standard or specification for interlayer bonding performance at home and abroad, and the consistency among different evaluation indices is insufficient. It is recommended that the evaluation of interlayer bonding performance be incorporated into the bridge deck pavement design system to improve pavement durability and ensure the long-term service performance of bridges.

Publication Date

2-5-2026

DOI

10.14048/j.issn.1671-2579.2026.01.005

First Page

45

Last Page

62

Submission Date

February 2026

Recommended Citation

Songtao, LYU; Dingling, YANG; Weiwei, LU; and Haihui, DUAN (2026) "Review of Study on Performance of Interlayer Bonding of Concrete Bridge Pavements," Journal of China & Foreign Highway: Vol. 46: Iss. 1, Article 5.
DOI: 10.14048/j.issn.1671-2579.2026.01.005
Available at: https://zwgl1980.csust.edu.cn/journal/vol46/iss1/5

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