Dr. Wentao Wang is an assistant research fellow in National Center for Materials Service Safety (NCMS) in University of Science and Technology Beijing (USTB). He obtained his B.S. and M.S. degrees from Wuhan University of Technology, and Ph.D. degree from USTB. He conducted post-doctoral research for two years in USTB. His research interests include but are not limited to moisture damage of asphalt mixture, service performance of asphalt pavement in multi-physics coupling environment using numerical simulation and accelerated pavement testing technology, and corrosion damage and service safety evaluation on urban reinforced concrete drainage pipeline. Dr. Wang has led a research project funded by China Postdoctoral Science Foundation, and participated in 5 national and provincial scientific research projects. He was honored 2 national and provincial awards. Dr. Wang has published 19 SCI/EI academic articles (included 10 articles as the 1st author), authorized 6 invention patents and 3 utility model patents. Dr. Wang serves as a reviewer for academic journals such as Construction and Building Materials, International Journal of Payment Research and Technology.
1. Beijing Natural Science Foundation Youth Project. Research on the mechanism of water damage in asphalt mixtures caused by dynamic water pressure environment based on erosion process characteristics, 8244054, 2024.01-2025.12, Beijing Natural Science Foundation Committee.
2. Doctoral follow-up project. Multi-scale experimental study on the erosion mechanism of asphalt mixture base raw materials under dynamic water pressure environment, 2021M690356, 2021.06-2022.12, China Postdoctoral Science Foundation.
3. Beijing Science and Technology Program. Study on service safety evaluation for urban drainage pipe, No. Z191100008019002, 202001-202112, Beijing Municipal Science & Technology Commission.
1. We conducted a comprehensive research on structural dynamic response of asphalt pavement under both dry and saturated conditions by means of numerical simulation and full-scale accelerated loading test. Variations of stress, strain and dynamic pore water pressure with vehicle load and speed were characterized. The transverse field distribution of dynamic pore water pressure was investigated, while a prediction model was also proposed.
2. The environment of dynamic pore water pressure obviously scours fine aggregate away from asphalt mixture. We thus systematically evaluated moisture sensitivity for asphalt mixture and its components of fine asphalt mixture and asphalt binder using the bending beam rheometer method at the same scale. The importance of the component of fine asphalt mixture was found to greatly affect the moisture sensitivity of the entire asphalt mixture.
1. Wang, W. and Wang, L*. (2024). “Review on design, characterization, and prediction of performance for asphalt materials and asphalt pavement using multi-scale numerical simulation.” Materials, 17(4),778.
2. Wang, W., Luo, R., Li, J., and Wang, L*. (2022). “Evaluation on the influence of dynamic water pressure environment on viscoelastic mechanical performance of asphalt mixture using the bending beam rheometer method.” Construction and Building Materials, 321, 126428.
3. Wang, W., Zhao, K., Li, J., Luo, R., and Wang, L*. (2021). “Characterization of dynamic response of asphalt pavement in dry and saturated conditions using the full-scale accelerated loading test.” Construction and Building Materials, 312, 125355.
4. Wang, W., Luo, R., Yan, G., and Wang, L. (2020). “Evaluation on moisture sensitivity induced by dynamic pore water pressure for asphalt mixture and its components using the bending beam rheometer method.” Constr. Build. Mater., 251, 118942.
5. Wang, W., Wang, L., Yan, G., and Zhou, B. (2020). “Evaluation on moisture sensitivity of asphalt mixture induced by dynamic pore water pressure.” Int. J. Pavement Res. Technol., 13, 489-496.
6. Wang, W., Wang, L., Miao, Y., Cheng, C., and Chen, S. (2020). “A survey on the influence of intense rainfall induced by climate warming on operation safety and service life of urban asphalt pavement.” Journal of Infrastructure Preservation and Resilience, 1: 4.
7. Wang, W., Wang, L., Xiong, H., and Luo, R. (2019). “A review and perspective for research on moisture damage in asphalt pavement induced by dynamic pore water pressure.” Constr. Build. Mater., 204, 631-642.
8. Wang, W., Tu, C., and Luo, R. (2018). “Numerical simulation of compaction parameters for sand-filled embankment using large thickness sand filling technique in Jianghan plain district.” Front. Struct. Civ. Eng., 12(4), 568-576.
9. Yan, G., Wang, L., Ye, Z., and Wang, W. (2020). “Effects of crack damage on acceleration response of asphalt pavement via numerical analysis.” J. Mater. Civ. Eng., 32(7): 04020163.
10. Yan, G., Ye, Z., Wang, W., and Wang, L. (2021). “Numerical analysis on distribution and response of acceleration field of pavement under moving load.” Int. J. Pavement Res. Technol., 14, 519-529.
1. Wang, W., Wang, L., Yang, H., and Sun, F. A wheel tracking test system to provide dynamic pore water pressure environment of asphalt mixture [P]. CN: 201920354147.9, 2019-12-03. (Authorized utility model)
2. Wang, W., Wang, L., and Guo, M. A conditioning system to provide dynamic pore water pressure environment for asphalt mixture [P]. CN: 201721648906.X, 2018-12-11. (Authorized utility model)
3. Wang, L., Wang, W., and Guo, M. A multi-functional dynamic water scouring test device for asphalt mixture [P]. CN: 201720180701.7, 2017-09-05. (Authorized utility model)
4. Luo, R., Wang, W., Li, L., et al. Method for preventing wheels of sand filling construction machinery from being trapped[P]. CN: 201610121070.1, 2018-06-08. (Authorized invention)
5. Luo, R., Wang, W., Li, L., et al. Large-thickness sand filling construction technology for embankment [P]. CN: 201610120669.3, 2018-06-08. (Authorized invention)
Phone：+86-10-62333510
Email：ncms@ustb.edu.cn
Address: 12 Kunlun Road,Changping District, Beijing, 100026
