Effects of Laboratory Aging on Properties of Biorejuvenated Asphalt Binders

Author:

Borghi Alessandro1,Jiménez del Barco Carrión Ana2,Lo Presti Davide2,Giustozzi Filippo3

Affiliation:

1. Transport Infrastructures Section, Dept. of Civil and Environmental Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, Italy (corresponding author).

2. Nottingham Transportation Engineering Centre, Univ. of Nottingham, Pavement Research Bldg., University Park, Nottingham NG7 2RD, U.K.

3. Royal Melbourne Institute of Technology, School of Engineering, Civil and Infrastructure Discipline, 376-392 Swanston St., Melbourne, VIC 3001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. Interpretation of dynamic mechanical test data for paving grade asphalt;Anderson D.;J. Assoc. Asphalt Paving Technol.,1992

2. Investigation on physical properties of waste cooking oil – Rejuvenated bitumen binder

3. Binder design of high RAP content hot and warm asphalt mixture wearing courses

4. How to construct an asphalt binder master curve and assess the degree of blending between rap and virgin binders;Booshehrian A.;J. Mater. Civ. Eng.,2013

5. Carlson R. E. (2014). “Feasibility of using 100% recycled asphalt pavement mixtures for road construction.” M.S. thesis Univ. of Iowa Ames IA.

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