Extending the service life of asphalt concrete pavements through the addition of conductive metallic waste particles for induced crack healing-Reference-Cited by-同舟云学术

Extending the service life of asphalt concrete pavements through the addition of conductive metallic waste particles for induced crack healing

Published:2020-07-20 Issue:1 Volume:19 Page:58-71
ISSN:1448-8353
Container-title:Australian Journal of Civil Engineering
language:en
Short-container-title:Australian Journal of Civil Engineering

Author:

Aragão Lucas Cenci¹,Fontoura Eduarda¹,Godoi Luiza Carbunk¹,Garcez Mônica Regina²^ORCID,Colpo Gracieli Bordin¹³,Da Dalt Silvana⁴,Rohden Abrahão Bernardo³⁵^ORCID,Brito Lélio Antônio Teixeira¹²

Affiliation:

1. Pavement Laboratory, Federal University of Rio Grande do Sul, Porto Alegre, Brazil

2. Civil Engineering Post-Graduation Program: Construction and Infrastructure, Federal University of Rio Grande do Sul, Porto Alegre, Brazil

3. Polytechnic School, Pontifical Catholic University of Rio Grande do Sul, Porto Alegre, Brazil

4. Interdisciplinary Department, Federal University of Rio Grande do Sul, Tramandaí, Brazil

5. Civil Engineering Department, Regional University of Blumenau, Blumenau, Brazil

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14488353.2020.1795566

Reference58 articles.

1. AASHTO TP 105-13. 2019. “Standard Method of Test for Determining the Fracture Energy of Asphalt Mixtures Using the Semicircular Bend Geometry (SCB).” Washington, DC: AASHTO. www.transportation.org

2. AASHTO TP 283-14. 2019. “Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-induced Damage.” Washington, DC: AASHTO. www.transportation.org

3. Mechanical and healing properties of asphalt mixes reinforced with different types of waste and commercial metal particles

4. A-Qadi, I. L., H. Ozer, J. Lambros, A. El Khatib, P. Singhvi, T. Khan, J. Rivera-Perez, and B. Doll 2015. “Testing Protocols to Ensure Performance of High Asphalt Binder Replacement Mixes Using RAP and RAS: Report No. FHWA-ICT-15-017.” Springfield, IL: Illinois Center for Transportation Research.

5. ASTM C1252-17. 2017. “Standard Test Methods for Uncompacted Void Content of Fine Aggregate (As Influenced by Particle Shape, Surface Texture, and Grading).” West Conshohocken, PA: ASTM International. www.astm.org

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