Relationship Between Fatigue Damage of Asphalt Binders and Corresponding Mixtures

Author:

de Oliveira Letícia S.,Lucas Júnior Jorge L. O.,Babadopulos Lucas F. A. L.,Soares Jorge B.

Publisher

Springer International Publishing

Reference11 articles.

1. Di Benedetto, H., De La Roche, C.: State of the Art on Stiffiness Modulus and Fatigue of Bituminous Mixtures. Bituminous Binders and Mixes: State of the Art and Interlaboratory Tests on Mechanical Behavior and Mix Design, E&FN Spon, pp. 137–180 (1998)

2. Di Benedetto, H., De La Roche, C., Baaj, H., Pronk, A., Lundström, R.: Fatigue of bituminous mixtures. Mater. Struct. 37, 202–216 (2004)

3. Underwood, B.S., Kim, Y.R., Savadatti, S., Thirunavukkarasu, S., Guddati, M.: Response and fatigue performance modeling of ALF pavements using 3-D finite element analysis and a simplified viscoelastic continuum damage model. Asphalt Paving Technol 829–868 (2009)

4. Underwood, B.S., Baek, C., Kim, Y.R.: Simplified viscoelastic continuum damage model as platform for asphalt concrete fatigue analysis. Transp. Res. Rec. J. Transp. Res. Board 2296, 36–45 (2012). https://doi.org/10.3141/229604

5. Schapery, R.A.: Simplifications in the behavior of viscoelastic composites with growing damage. In: Symposium on Inelastic Deformation of Composite Materials. Mechanics and Materials Center, Texas A&M University, College Station, TX (1990)

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