Impact of the addition of Trinidad Lake Asphalt (TLA) on the rheological and mechanical behavior of two asphalt binders-Reference-Cited by-同舟云学术

Impact of the addition of Trinidad Lake Asphalt (TLA) on the rheological and mechanical behavior of two asphalt binders

Published:2019-07-01 Issue:sup2 Volume:20 Page:S827-S840
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Fengler Ricardo Zardin¹,Osmari Patrícia Hennig¹,Leite Leni Figueiredo Mathias¹,Nascimento Luis Alberto Herrmann do²,Fritzen Marcos Antonio¹,Aragão Francisco Thiago Sacramento¹

Affiliation:

1. Departament of Civil Engineering, COPPE, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil

2. Asphalt Research Laboratory, CENPES/PETROBRAS, Rio de Janeiro, Brazil

Funder

National Council for Scientific and Technological Development

Brazilian Coordination for the Improvement of Higher Education Personnel

CAPES

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2019.1633789

Reference42 articles.

1. AASHTO. (2011). Standard method of test for determining dynamic modulus of hot mix asphalt (HMA). AASHTO T 342, Washington, DC.

2. AASHTO. (2013). Standard specification for Superpave volumetric mix design. AASHTO M 323, Washington, DC.

3. AASHTO. (2014). Standard specification for performance-graded asphalt binder using multiple stress creep and recovery (MSCR) test. AASHTO M 332, Washington, DC.

4. ABNT. (2016). Misturas asfálticas - resistência à deformação permanente utilizando o ensaio uniaxial de carga repetida. [in Portuguese]. ABNT NBR 16505, Rio de Janeiro, RJ.

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