Evaluation of rheological behavior and performance to permanent deformation of nanomodified asphalt mixtures with carbon nanotubes

Author:

de Melo João Victor Staub11,Trichês Glicério11

Affiliation:

1. Federal University of Santa Catarina, Department of Civil Engineering, Street João Pio Duarte Silva, no 205, 88040-900, Florianópolis-SC, Brazil.

Abstract

Rutting is one of the most important issues associated with asphalt pavements. This defect leads to the accelerated degradation of the pavement and considerably reduces the level of road safety. This paper reports on the results obtained in the optimization of nanocomposite asphalt containing carbon nanotubes (CNTs) with regard to the resistance to permanent deformation. Nanocomposite asphalts were prepared with the addition of different proportions of CNTs. Based on a study on the empirical and rheological properties of the nanocomposites developed, optimization of the CNT content incorporated into the conventional asphalt binder was carried out. Then two asphalt mixtures were investigated, a reference mixture and a nanomodified mixture with CNTs (optimal content). The rheological evaluations were carried out on four-point fatigue equipment and the resistance to permanent deformation was tested in a traffic simulator (wheel tracking test). The results demonstrate the efficient contribution of the nanocomposite to the resistance to permanent deformation.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference17 articles.

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2. American Association of State Highway and Transportation (AASHTO). 2012a. AASHTO T 112: Standard method of test for clay lumps and friable particles in aggregate. Test Standard Specifications for Transportation Materials and Methods of Sampling and Testing. Washington, DC. USA.

3. American Association of State Highway and Transportation (AASHTO). 2012b. AASHTO R 35: Standard practice for Superpave volumetric design for hot-mix asphalt (HMA). Test Standard Specifications for Transportation Materials and Methods of Sampling and Testing. Washington, DC. USA.

4. American Association of State Highway and Transportation (AASHTO). 2013. AASHTO M 323: Standard specification for Superpave volumetric mix design. Test Standard Specifications for Transportation Materials and Methods of Sampling and Testing. Washington, DC. USA.

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