Low-Temperature Reversible Aging Properties of Selected Asphalt Binders Based on Thermal Analysis-Reference-Cited by-同舟云学术

Low-Temperature Reversible Aging Properties of Selected Asphalt Binders Based on Thermal Analysis

Published:2019-03 Issue:3 Volume:31 Page:04018402
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ding Haibo¹,Qiu Yanjun²,Rahman Ali¹

Affiliation:

1. Research Assistant, Highway Engineering Key Laboratory of Sichuan Province, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Professor, Highway Engineering Key Laboratory of Sichuan Province, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002625

Reference47 articles.

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2. Bahia H. and D. A. Anderson. 1991. “Isothermal low-temperature physical hardening of asphalt cements.” In Proc. Int. Symp. Chemistry of Bitumens. Laramie WY: University of Wyoming Research Corp.

3. Glass transition behavior and physical hardening of asphalt binders;Bahia H.;J. Assoc. Asphalt Paving Technol.,1993

4. The bending beam rheometer: A simple device for measuring low temperature rheology of asphalt binders;Bahia H.;J. Assoc. Asphalt Paving Technol.,1992

5. Bricker R. and S. Hesp. 2013. “Modulated differential scanning calorimetry study of physical hardening rates in asphalt cements.” In Proc. Airfield and Highway Pavement Conf. 955–966. Reston VA: ASCE.

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