Effects of Recycled Asphalt Pavement on the Stiffness and Fatigue Performance of Multigrade Bitumen Asphalt

Author:

Clark Brody R.1ORCID,Piacere Luisa2,Gallage Chaminda3

Affiliation:

1. Ph.D. Candidate, Faculty of Science and Engineering, Queensland Univ. of Technology, 2 George St., Brisbane, QLD 4001, Australia (corresponding author). ORCID: .

2. Undergraduate, Faculty of Science and Engineering, Queensland Univ. of Technology, 2 George St., Brisbane, QLD 4001, Australia.

3. Senior Lecturer, Faculty of Science and Engineering, Queensland Univ. of Technology, 2 George St., Brisbane, QLD 4001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Alford S. Bullen F. and Hansen B. (1997). “The effect of RAP on the fatigue characteristics of residential asphalt mixes.” 10th AAPA Int. Flexible Pavements Conf. Australian Asphalt Pavement Association Melbourne Australia.

2. Australian Bureau of Meteorology. (2014). “Rainfall and temperature records.” ⟨http://www.bom.gov.au/climate/extreme/records.shtml⟩ (Nov. 11 2016).

3. Bullen F. Jones A. and Jones E. (1996). “The use of the trapezoidal fatigue tester in the evaluation of asphalt materials.” Roads 96: Combined 18th ARRB Transport Research Conf. Transit NZ Land Transport Symp. Australian Road Research Board Vermont South Australia.

4. CIRCLY version 6.0 [Computer software]. Minicad Systems Pty. Ltd. Richmond South VIC Australia.

5. Recommendations of RILEM TC 182-PEB performance testing and evaluation of bituminous materials: Stiffness testing for bituminous mixtures;Di Benedetto H.;Mater. Struct.,2001

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