Effect of Binder Rheology and Aggregate Gradation on the Permanent Deformation of Asphalt Mixtures-Reference-Cited by-同舟云学术

Effect of Binder Rheology and Aggregate Gradation on the Permanent Deformation of Asphalt Mixtures

Published:2021-03-08 Issue:7 Volume:19 Page:777-787
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Mota Rafael V.^ORCID,Kuchiishi André K.^ORCID,Takahashi Marcia M.^ORCID,de Souza Gabriel^ORCID,Camargo Felipe F.^ORCID,Bessa Iuri S.^ORCID,Vasconcelos Kamilla L.^ORCID,Bernucci Liedi L. B.^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40999-021-00614-y.pdf

Reference33 articles.

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2. DuBois E, Mehta Y, Nolan A (2014) Correlation between multiple stress creep recovery (MSCR) results and polymer modification of binder. Constr Build Mater 65:184–190. https://doi.org/10.1016/j.conbuildmat.2014.04.111

3. Camargo FF, Vasconcelos K, Bernucci LL (2019) Laboratory comparison of permanent deformation and fatigue behavior of neat, polymer, and rubber-asphalt binders. Transp Res Rec 2673(4):524–532. https://doi.org/10.1177/0361198119836769

4. Anderson DA, Kennedy TW (1993) Development of SHRP binder specification. J Assoc Asphalt Paving Technol 62:482–507

5. Bahia HU, Anderson DA (1995) Strategic highway research program binder rheological parameters: background and comparison with conventional properties. Transp Res Rec 1488:32–39

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