4.3 Article

Effects of rheology and adhesiveness of asphalt binders to different substrates on the resistance to moisture conditioning

期刊

JOURNAL OF ADHESION
卷 98, 期 13, 页码 1937-1956

出版社

TAYLOR & FRANCIS LTD
DOI: 10.1080/00218464.2021.1942855

关键词

Asphalt binders; adhesiveness; rheological properties; hot mix asphalt; moisture damage; anti-stripping agent

资金

  1. Foundation for Scientific and Technological Development from State of Ceara (FUNCAP)
  2. Brazilian Federal Agency for Support and Evaluation of Graduate Education (CAPES)
  3. National Council for Scientific and Technological Development (CNPq)
  4. Brazilian National Agency for Petroleum, Natural Gas and Biofuels (ANP)

向作者/读者索取更多资源

This study investigated the effects of rheology and adhesiveness on the resistance to moisture conditioning of asphalt binders. Results showed that moisture conditioning reduced stiffness by about 15%, with the addition of an anti-stripping agent reducing the stiffness by approximately 9%. Additionally, proper contact between aggregate and binder was found to prevent moisture damage in the interface.
Adhesiveness is a property that directly affects the service life of asphalt pavements. Over the years, different materials, research methods and tests have been used to investigate different adhesiveness aspects of materials. This paper investigated two asphalt binders, one with and one without amine-based anti-stripping agent, as well as two aggregate sources. The objective was to investigate the effects of rheology (stiffness and rutting) of the asphalt binder and adhesiveness of asphalt binders to different substrates on the resistance to moisture conditioning. The results indicated that moisture conditioning reduced the average stiffness of the binders by about 15% for both binders. The addition of amine-based anti-stripping agent reduced the stiffness of the neat binder by approximately 9%, and at 82 degrees C the neat binder presented higher rutting resistance if compared to the modified binder using anti-stripping agent. The aggregate area within the HMAs in contact with asphalt binder did not show a good correlation with the pull-off tensile strength in the dry condition, but it presented good correlation after moisture conditioning. This suggests that adhesion force itself may not be greatly affected by the proper contact between aggregate and binder, but such contact does help preventing moisture damage in the interface.

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