Development of fatigue damage model of asphalt mixtures based on small-scale accelerated pavement test

• Published in: Construction & building materials Vol. 260; p. 119930
• Main Authors: Lv, Songtao, Hu, Long, Xia, Chengdong, Wang, Xiaofeng, Borges Cabrera, Milkos, Guo, Shuaicheng, Chen, Jie
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 10-11-2020
• Subjects: Asphalt mixtures; Fatigue performance; MMLS3; Stiffness reduction; MMLS3; Stiffness reduction; Asphalt mixtures; Fatigue performance
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2020.119930

•The fatigue performance of asphalt mixtures was investigated by the model mobile load simulator (MMLS3).•The fatigue damage model of asphalt mixtures was developed using resilient modulus ratio and loading repetitions.•The stiffness reduction process of asphalt mixtures with different gradation was compared.
As the primary surface type for high-grade Chinese highways, the long-term performance of asphalt pavement can affect significantly transportation efficiency. It has been confirmed that fatigue cracking is one of the major failure modes for asphalt pavement, which can cause a great reduction of asphalt pavement durability. Currently, the fatigue properties of asphalt mixtures are evaluated mainly based on traditional laboratory fatigue tests, such as bending fatigue tests and indirect tensile fatigue tests. However, none of these fatigue test methods can realistically evaluate the fatigue performance of asphalt pavement under the repeated wheel load. To resolve this issue, the model mobile load simulator (MMLS3), which is a small-scale accelerated pavement test device, was utilized to evaluate the fatigue life of six kinds of asphalt mixtures. The fatigue damage variable was defined as stiffness reduction. Based on the small-scale accelerated pavement test, a stiffness reduction model for asphalt mixtures was determined. A stiffness reduction law for asphalt mixtures during the fatigue process was proposed. The stiffness evolution process could be divided into three phases, which are the adaptation phase, the quasi-stationary phase, and the failure phase. A maximum value of the rate of stiffness reduction from the quasi-stationary phase into the failure phase was proposed as the failure threshold. Besides the fatigue life obtained from the failure criteria had a good agreement with the test results. The results from this research can be used as a theoretical reference for evaluating the fatigue life of asphalt mixtures and improving the durability of asphalt pavement.