Behavior of Natural Fiber in Stone Matrix Asphalt Mixtures Using Two Design Methods-Reference-Cited by-同舟云学术

Behavior of Natural Fiber in Stone Matrix Asphalt Mixtures Using Two Design Methods

Author:

Vale Aline Colares do¹,Casagrande Michéle Dal Toé²,Soares Jorge Barbosa³

Affiliation:

1. Pavements Mechanics Laboratory, Dept. of Civil Engineering, Univ. of Minho, Minho, Portugal (corresponding author).

2. Geotechnical and Environmental Laboratory, Dept. of Civil Engineering, Pontifical Catholic Univ. of Rio de Janeiro, Rio de Janeiro, Brazil.

3. Pavement Mechanics Laboratory, Dept. of Transportation Engineering, Federal Univ. of Ceará, Ceará, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference38 articles.

1. AASHTO. (1989). “Resistance of compacted bituminous mixture to moisture induced damage.” T-283 Washington DC.

2. AASHTO. (1997). “Determination of draindown characteristics in uncompacted asphalt mixtures.” T-305 Washington DC.

3. AASHTO. (2001a). “Standard practice for designing stone matrix asphalt (SMA).” PP-41 Washington DC.

4. AASHTO. (2001b). “Standard specification for designing stone matrix asphalt (SMA).” MP-8 Washington DC.

5. Agência Nacional do Petróleo (ANP). (2005). “Resolução ANP N°19 de 11.7.2005 DOU 12.7.2005.” Regulamento técnico N°3/2005.

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