沥青混合料低温抗裂性能试验方法研究进展

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Abstract For the asphalt pavement, low-temperature cracking is the major damage form in the cold and large temperature variation region. The continuity and aesthetics of the pavement are seriously influenced by the cracks, which make the water through the cracks into the pavement structure. More seriously, the adhesion between asphalt and aggregate is weakened, and reduced the service life. A variety of indoor tests and evaluation methods are given by the researchers. As the asphalt mixture is a multi-phase, multi-component, multi-scale relativistic material, with the extremely complex mechanical property. Lots of uncertain factors lead to inconsistent results by different test methods, such as the specimen size, shape, test temperature, loading rate, so the evaluation index and standard for different experiment metho-ds are disunity, so none of them are widely recognized until now. At present, the criteria and basis theoretical for asphalt pavement cracking are mainly continuum test, fracture mechanics test and acoustic emission test. The mechanical indicator for continuum test specimen is complete and direct; more comprehensive is the super features for the fracture mechanics test evaluation by energy indicators; the crack propagation characteri-stics can be researched by the acoustic emission test and macroscopic test. In this paper, the test methods for low temperature crack resistance of asphalt mixture are systematic review and comparison summary. Based on the difficulty of test evaluation, the variability of test results, and the correlation with the actual stress on site discussed, the future valuable research directions are given. Which helps to get the scientific, reasonable, systematic and comprehensive test and evaluation method for low temperature crack resistance of asphalt mixture.

Key words： asphalt mixture low-temperature cracking anti-cracking performance evaluation index test method mechanism

Published: 09 December 2021

CLC number:

U416.217

Fund:This work was financially supported by Yunnan Transportation Science and Technology Project (YJKJ 〔2020〕 No.113, YJKJ 〔2017〕 No.35), the 12th Postgraduate Research and Innovation Project of Yunnan University (2020225).

About author:: Fei Chen received his B.E. degree from the School of Civil Engineering of University of South China in June 2019. Now he is a postgraduate at the college of School of Architecture and Planning, in Yunnan University. He mainly focuses on the research and application of epoxy asphalt mixture.
Linyan Zhang, Ph.D., associate professor, master supervisor. In 1997, she received her B.E. degree in aircraft design from Beijing University of Aeronautics and Astronautics. Now she works in the Department of Civil Engineering, School of Architecture and Planning, Yunnan University. Her research direction is the research and development and application of new road materials, pavement structure analysis, and pavement construction control. In recent years, she has presided over or participated in more than 20 national, provincial, municipal, and school-level projects, and published more than 20 articles (3 articles included in SCI).

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	CHEN Fei
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Cite this article:

CHEN Fei,ZHANG Linyan,FENG Jiliang, et al. Research Progress on Test Methods of Asphalt Mixture's Low-temperature Anti-cracking Performance[J]. Materials Reports, 2021, 35(z2): 127-137.

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http://www.mater-rep.com/EN/ OR http://www.mater-rep.com/EN/Y2021/V35/Iz2/127

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