Effects of temperature and age on stress relaxation in straight and modified asphalt binders from a northern Ontario pavement trial-Reference-Cited by-同舟云学术

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Effects of temperature and age on stress relaxation in straight and modified asphalt binders from a northern Ontario pavement trial

Published:2023-03-06 Issue:sup1 Volume:24 Page:336-351
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

McCloskey Kalena¹,Nivitha M. R.²,Ma Jianmin¹³^ORCID,Hesp Simon A. M.¹,Krishnan J. Murali⁴

Affiliation:

1. Department of Chemistry, Queen’s University, Kingston, Canada

2. Department of Civil Engineering, PSG College of Technology, Coimbatore, India

3. Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai, People’s Republic of China

4. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India

Funder

Alberta Innovates

Imperial Oil of Canada

Ministry of Transportation of Ontario

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2180995

Reference40 articles.

1. AASHTO R 28. (2016). Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV). AASHTO.

2. Written discussion;Baskin C. M.;Proceedings, American Society for Testing and Materials, Part II,1935

3. Continuous relaxation and retardation spectrum method for viscoelastic characterization of asphalt concrete

4. Possible role of thermal ratchetting in alligator cracking of asphalt pavements

5. Applicability of time-temperature superposition for laboratory-aged neat and SBS-modified bitumens

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