Correlação da energia de fratura com parâmetros reológicos de ligantes e mástiques asfálticos

Authors

  • Vivian Silveira dos Santos Bardini Instituto de Ciência e Tecnologia - Universidade Estadual Paulista - UNESP
  • Luis Miguel Gutiérrez Klinsky Centro de Pesquisas Rodoviárias – CCR Nova Dutra
  • José Leomar Fernandes Júnior Universidade de São Paulo - Escola de Engenharia de São Carlos
  • Reynaldo Roque Universidade da Flórida

DOI:

https://doi.org/10.14295/transportes.v26i1.1150

Keywords:

Mineral filler, Asphaltic mastic, Rheological properties, Fracture energy.

Abstract

The fracture energy is a property related to the contribution of asphalt binders to the fatigue resistance of asphalt mixtures and therefore has great influence on the mechanical behavior of flexible pavements, particularly in the development and propagation of cracks. This research aims to contribute to a better understanding of the effects of mineral fillers on the fatigue cracking of asphalt mixtures, at intermediate temperatures, through the Binder Fracture Energy (BFE) test, developed at the University of Florida, with determination of the fracture energy as a function of the type and content of mineral fillers and asphalt binder. The results show that the fracture energy can be related to the dynamic shear modulus (G *) and phase angle (δ), obtained from tests in the dynamic shear rheometer (DSR), and with the stiffness [S (t)] and the relaxation modulus [m (t)], obtained from tests in the bending beam rheometer (BBR).

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Published

2018-04-30

How to Cite

Bardini, V. S. dos S., Klinsky, L. M. G., Fernandes Júnior, J. L., & Roque, R. (2018). Correlação da energia de fratura com parâmetros reológicos de ligantes e mástiques asfálticos. Transportes, 26(1), 1–15. https://doi.org/10.14295/transportes.v26i1.1150

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Articles