ORIGINAL RESEARCH article

Front. Mater.

Sec. Structural Materials

Volume 12 - 2025 | doi: 10.3389/fmats.2025.1588683

Research on Performance Evaluation of Multiple Recycling Asphalt and Multiple Recycling Asphalt Mixtures

Provisionally accepted
Xin  YuXin Yu1Sudi  WangSudi Wang2*Jie  WangJie Wang2*Qinfeng  CaiQinfeng Cai1Dong  LiDong Li3Linbing  WangLinbing Wang4
  • 1Hubei Traffic Investment Beijing Hong Kong Macao Expressway Reconstruction and Expansion Project Management Co., Ltd, Wuhan, China
  • 2Research Institute of Highway Ministry of Transport, Beijing, China
  • 3Beijing Xinqiao Technology Development Co., Ltd., Beijing, China
  • 4University of Georgia, Athens, Georgia, United States

The final, formatted version of the article will be published soon.

Whether reclaimed asphalt pavement (RAP) can be reused multiple cycles has become a focal issue in the industry. This paper investigates the macroscopic physical property changes and microscopic four-component alteration mechanisms of multiple recycling asphalt, simulates the multiple recycling processes of asphalt mixtures through laboratory tests, determines the mix proportions of multiple recycling asphalt mixtures through Marshall test, and evaluates the pavement performance of the mixtures using high-temperature wheel tracking test, semi-circular bending test, and freeze-thaw splitting test. The results indicate that after multiple recycling, multiple recycling asphalt exhibits poorer rheological property; high-temperature performance of multiple recycling asphalt mixture is improved, and low-temperature performance of multiple recycling asphalt mixture is significantly degraded. The solubilization of rejuvenator in old asphalt intensifies with increasing rejuvenator dosage but decreases exponentially with the increasing number of recycling cycles. The high-temperature stability of recycled asphalt mixtures gradually increases with the number of recycling cycles, while water stability shows low sensitivity to the number of recycling cycles. After the third recycling, the Marshall volume indicators of the recycled asphalt mixtures can meet the regulatory requirement. After the second recycling, the lowtemperature anti-cracking performance of the recycled mixtures deteriorates rapidly. In summary, when asphalt mixtures undergo multiple recycling, special attention should be paid to the restoration of their low-temperature property.

Keywords: recycled asphalt, Microscopic Performance, Multiple recycling, Reclaimed asphalt pavement mixture, Low-temperature performance, Water stability

Received: 06 Mar 2025; Accepted: 22 Apr 2025.

Copyright: © 2025 Yu, Wang, Wang, Cai, Li and Wang. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence:
Sudi Wang, Research Institute of Highway Ministry of Transport, Beijing, China
Jie Wang, Research Institute of Highway Ministry of Transport, Beijing, China

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