4.5 Article

Fatigue resistance investigation of warm-mix recycled asphalt binder, mastic, and fine aggregate matrix

Journal

Publisher

WILEY
DOI: 10.1111/ffe.12692

Keywords

asphalt ageing; dissipated energy; dynamic shear rheometer; fatigue resistance; multiscale; warm-mix recycling

Funding

  1. National Natural Science Foundation of China [51308303]
  2. Qing Lan Project
  3. Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry
  4. Practice Innovation Training Program Project for the Jiangsu College Students [201710298057Z]

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Fatigue cracking is one of the primary distresses in warm-mix recycled asphalt pavements. This paper evaluates the fatigue resistance evolution of warm-mix recycled asphalt materials in different scales during the service period. The strain sweep test and time sweep test were performed, respectively, by dynamic shear rheometer to determine the linear viscoelastic limits and to characterize the fatigue behavior of warm-mix recycled asphalt binder, mastic, and fine aggregate matrix with different ageing levels and recycling plans. The dissipated energy method was used to define the failure criterion and to construct the fatigue model. Effects of ageing levels and recycling plans on stiffness and fatigue resistance were investigated. Performance correlations among warm-mix recycled asphalt binder, mastic, and fine aggregate matrix were developed, respectively, by the statistical method to determine the critical material scale for stiffness and fatigue resistance.

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