Evaluation of Pavement Rutting Based on Driving Safety of Vehicles
Author:
Funder
National Natural Science Foundation 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/s42947-021-00032-2.pdf
Reference39 articles.
1. Pei, J. Z., Fan, Z. P., Liu, H. J., Zhang, J. P., Li, R., & Li, Y. W. (2016). Nonlinear viscoelastic model for asphalt mixture subjected to repeated loading. Road Materials and Pavement Design, 17(4), 892–905. https://doi.org/10.1080/14680629.2015.1137781
2. Xu, T., & Huang, X. M. (2012). Investigation into causes of in-place rutting in asphalt pavement. Construction and Building Materials, 28, 525–530. https://doi.org/10.1016/j.conbuildmat.2011.09.007
3. Zhang, J. P., Zhu, C. Z., Li, X. Q., Pei, J. Z., & Chen, J. (2017). Characterizing the three-stage rutting behavior of asphalt pavement with semi-rigid base by using UMAT in ABAQUS. Construction and Building Materials, 140, 496–507. https://doi.org/10.1016/j.conbuildmat.2017.02.152
4. Dai, X. W., Jia, Y. S., Wang, S. Q., & Gao, Y. (2020). Evaluation of the rutting performance of the field specimen using the hamburg wheel-tracking test and dynamic modulus test. Advances in Civil Engineering, 1, 1–15. https://doi.org/10.1155/2020/9525179
5. Shell International Petroleum Company Limited, Shell pavement design manual—Asphalt Pavement and Overlays for Road Traffic, London, UK, 1978.
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