Influence Law and Mechanism of Asphalt Oxidation Kinetic Aging on Fatigue Performance

Author:

Pan Xiaoting1,Liu Fang2ORCID,Zhang Xiao3,Zhou Zhidong4ORCID,Wang Xiaolong5,Cao Junsheng6

Affiliation:

1. Master’s Student, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.

2. Associate Professor, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China (corresponding author). ORCID: .

3. Professor, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.

4. Research Fellow, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910. ORCID: .

5. Research Fellow, Shuoshen of Shanxi Expressway Group Co., Ltd., 29 Shuocheng District, Shouzhou 038500, China.

6. Research Fellow, Shanxi Traffic Maintenance Group Co., 103 Qinxian North St., Taiyuan 030012, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference46 articles.

1. Bahia, H. U., D. I. Hanson, M. Zeng, H. Zhai, M. A. Khatri, and R. M. Anderson. 2001. Characterization of modified asphalt binders in superpave mix design. NCHRP Rep. No. 459. Washington, DC: Transportation Research Board, National Research Council.

2. Non-linear viscoelastic and fatigue properties of asphalt binders;Bahia H. U.;J. Assoc. Asphalt Paving Technol.,1999

3. Rheological properties of asphalt binders modified with styrene-butadiene-styrene (SBS), ground tire rubber (GTR), or polyphosphoric acid (PPA)

4. Measuring and Defining Fatigue Behavior of Asphalt Binders

5. Fatigue characterization of bio-modified asphalt binders under various laboratory aging conditions

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