Dynamic Response and Fatigue Damage of Asphalt Pavement Under Multiple Coupling Factors
Author:
Funder
National Major Science and Technology Projects of China
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42947-023-00275-1.pdf
Reference27 articles.
1. Wu, J., Ye, F., Hugo, F., & Wu, Y. (2015). Strain response of a semi-rigid base asphalt pavement based on heavy-load full-scale accelerated pavement testing with fibre Bragg grating sensors. Road Materials and Pavement Design, 16, 316–333.
2. Li, P., Ding, Z., & Zhang, Z. (2013). Effect of temperature and frequency on visco-elastic dynamic response of asphalt mixture. Journal of Testing and Evaluation, 41, 571–578.
3. Zhao, Y., Tan, Y., & Zhou, C. (2012). Determination of axle load spectra based on percentage of overloaded trucks for mechanistic-empirical pavement design. Road materials and pavement design, 13, 850–863.
4. Li, L., Zhang, Z., Wang, Z., Wu, Y., Dong, M., & Zhang, Y. (2021). Coupled thermo-hydro-mechanical response of saturated asphalt pavement. Construction and Building Materials, 283, 122771.
5. Ma, X., Quan, W., Si, C., Dong, Z., & Dong, Y. (2021). Analytical solution for the mechanical responses of transversely isotropic viscoelastic multi-layered asphalt pavement subjected to moving harmonic load. Soil Dynamics and Earthquake Engineering, 147, 106822.
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