Modelling and permanent deformation analysis of low-density polyethylene (PE)-modified bitumens and asphalts

Author:

Inocente Domingos Matheus David1ORCID,Faxina Adalberto Leandro2,Bernucci Liedi Légi Bariani3

Affiliation:

1. Academic Department of Civil Construction, Federal University of Technology – Parana, Curitiba, Brazil

2. Department of Transportation Engineering, Sao Carlos School of Engineering, University of Sao Paulo, Sao Carlos, Brazil

3. Department of Transportation Engineering, Polytechnic School, University of Sao Paulo, Sao Paulo, Brazil

Funder

CAPES

Funda??o de Amparo ? Pesquisa do Estado de S?o Paulo

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Reference59 articles.

1. Agência Nacional do Petróleo, Gás e Biocombustíveis. (2005). Regulamento Técnico No. 03/2005, Resolução ANP No. 19, de 11 de julho de 2005 [Legislação]. Retrieved from http://legislacao.anp.gov.br/?path=legislacao-anp/resol-anp/2005/julho&item=ranp-19-2005

2. Evaluation and comparison of flow number calculation methods

3. American Association of State Highway and Transportation Officials. (2009). Standard specification for performance-graded asphalt binder, AASHTO Designation: M 320-09.

4. American Association of State Highway and Transportation Officials. (2014). Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR), AASHTO Designation: T 350-14.

5. American Society for Testing and Materials. (2009). Standard viscosity-temperature chart for asphalts, ASTM Designation: D2493/D2493M-09.

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