Comparison of Parameters from a New MSCR Approach with Classical MSCR and LAS Parameters for Simplified Binder Selection

Author:

Vale Aline C. F.1,da Silva Lucas S. V.2,Bastos Juceline B. S.3,Babadopulos Lucas F. A. L.4,Soares Jorge B.2,Baaj Hassan5

Affiliation:

1. Department of Transportation Engineering, Universidade Federal do Ceará, Campus do Pici, Bloco 703, Fortaleza, Ceará 60020-181, Brazil (Corresponding author), e-mail: alinevale@det.ufc.br, https://orcid.org/0000-0002-5261-3242

2. Department of Transportation Engineering, Universidade Federal do Ceará, Campus do Pici, Bloco 703, Fortaleza, Ceará 60020-181, Brazil

3. Federal Institute of Education Science and Technology of Ceará, Avenida 13 de Maio, Fortaleza, Ceará 60040-531, Brazil

4. Department of Structural Engineering and Civil Construction, Universidade Federal do Ceará, Rua Oito de Setembro, 1130, Ed., Canoas, Apt. 202, Fortaleza, Ceará 60020-181, Brazil

5. Civil and Environmental Engineering, University of Waterloo, 200 University Ave. W, Waterloo, Ontario N2L 3G1, Canada

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference22 articles.

1. Measuring and Defining Fatigue Behavior of Asphalt Binders;Bonnetti;Transportation Research Record: Journal of the Transportation Research Board,2002

2. Modification and Validation of Linear Amplitude Sweep Test for Binder Fatigue Specification;Hintz;Transportation Research Record: Journal of the Transportation Research Board,2011

3. C. Hintz, “Understanding Mechanisms Leading to Asphalt Binder Fatigue” (PhD diss., University of Wisconsin-Madison, 2012).

4. Improved Calculation Method of Damage Parameter in Viscoelastic Continuum Damage Model;Underwood;International Journal of Pavement Engineering,2010

5. Susceptibility of Asphalt Binders to Rutting: Literature Review;Domingos;Journal of Materials in Civil Engineering,2016

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