Volume 25 Issue 4
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GE Dong-dong, JIANG Xiang-yang, LYU Song-tao, ZHANG Hong-gang, JU Zi-hao, LEI Jie-chao. Research review of dry process rubberized asphalt mixtures: materials, mechanism, design, and performance[J]. Journal of Traffic and Transportation Engineering, 2025, 25(4): 1-27. doi: 10.19818/j.cnki.1671-1637.2025.04.001
Citation: GE Dong-dong, JIANG Xiang-yang, LYU Song-tao, ZHANG Hong-gang, JU Zi-hao, LEI Jie-chao. Research review of dry process rubberized asphalt mixtures: materials, mechanism, design, and performance[J]. Journal of Traffic and Transportation Engineering, 2025, 25(4): 1-27. doi: 10.19818/j.cnki.1671-1637.2025.04.001
shu

Research review of dry process rubberized asphalt mixtures: materials, mechanism, design, and performance

doi: 10.19818/j.cnki.1671-1637.2025.04.001
  • 1.

    School of Transportation, Changsha University of Science & Technology, Changsha 410114, Hunan, China

  • 2.

    National Engineering Research Center of Road Maintenance Technologies, Changsha University of Science & Technology, Changsha 410114, Hunan, China

  • 3.

    National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Changsha University of Science & Technology, Changsha 410114, Hunan, China

  • 4.

    Guangxi Transportation Science and Technology Group Co., Ltd., Nanning 530000, Guangxi, China

Funds:

National Key R&D Program of China 2023YFB2603500

Guangxi Science and Technology Program Guike AD24010019

National Natural Science Foundation of China Young Scientists Fund 52108398

More Information
  • Corresponding author: LYU Song-tao (1979-), male, professor, PhD, lst@csust.edu.cn
  • Received Date: 2025-01-13
  • Accepted Date: 2025-06-06
  • Rev Recd Date: 2025-04-10
  • Publish Date: 2025-08-28
    Abstract
  • The definition of rubberized asphalt mixtures with different processes was clearly defined, and the composition and preparation technology of rubber particles were systematically sorted out. By focusing on their modification concept, the mode of action of rubber particles as an elastic aggregate, their interaction with asphalt, and the key influencing factors were deeply analyzed. The design parameters of dry rubber asphalt mixtures and their influence on the performance of the mixtures were summarized. The performance grades were classified on the basis of mathematical statistics and current specifications. According to the results, at the material level, the morphological characteristics of rubber particles and the heterogeneity of components jointly determine their "elastic aggregate" performance. However, the existing studies have yet to fully elucidate the secondary modification mechanisms, such as the migration of carbon black and the redistribution of components. At the mechanism level, the core mechanism of "gradient swelling-dynamic degradation" in the dry process was revealed, pointing out the swelling difference between the outer layer of rubber particles and the inner core. At the design level, through the precise control of parameters including gradation design, rubber particle size and mixing amount, asphalt content, process improvement, and simmering time, the overall performance of the dry rubberized asphalt mixtures could be effectively improved. At the performance level, mixing various admixtures into the dry rubberized asphalt mixtures could strengthen the bonding of rubber particles with asphalt, further improving the road performance and stability of the mixtures. Future research should focus on the development of microscopic characterization indexes for rubber-asphalt interfacial reactions, the construction of a full life cycle evaluation system integrating environmental and functional attributes, and the reshaping of the research paradigm of dry rubberized asphalt mixtures based on intelligent technology. A theoretical support is thus provided for the application of the engineering of the dry process.

     

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