教育背景：
2024.01 – Visiting PhD Student, University of Texas at Austin, United States
2021.09 – 博士 武汉大学，岩土工程
2018.09 – 2021.06 硕士 太原理工大学，土木工程专业
2014.09 – 2018.06 本科 河南工业大学，道路桥梁与渡河工程专业
自我介绍：当地一名较为英俊的年轻人
研究方向：筋-土复合体的作用机理及变形特性
学术论文：
(1) Zhang, J., Jia, Y.*, Zheng, Y., and Miao, C. (2021). DEM Simulation of the load transfer mechanism of a GRPS embankment with a fixed geogrid technique. Applied Science, Advances in Geosynthetics, 11(19), 8814. https://doi.org/10.3390/app11198814
(2) Zhang, J., Ji, M.*, Jia, Y., Miao, C., Wang, C., Zhao, Z., and Zheng, Y. (2021). Anisotropic shear strength behavior of soil–geogrid interfaces. Applied Science, Advances in Geosynthetics, 11(23), 11387. https://doi.org/10.3390/app112311387
(3) Zhang, J., Jia, Y., Guo, W., Zhao, J., Ling, J., and Zheng, Y.* (2022). Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments with different facing conditions. Geotextiles and Geomembranes, 50, 632-643. https://doi.org/10.1016/j.geotexmem.2022.03.004
(4) Jia, Y., Zhang, J.*, Chen, X., Miao, C., and Zheng, Y.* (2023). DEM study on shear behavior of geogrid-soil interfaces subjected to shear in different directions. Computers and Geotechnics, 156, 105302. https://doi.org/10.1016/j.compgeo.2023.105302
(5) Jia, Y., Zhang, J., and Zheng, Y.* (2024). “Model test of the influence of cyclic traffic load on the cumulative deformations of GRS bridge abutment.” International Conference on Transportation Geotechnics 2024, Sydney, Australia. (Accepted)
(6) 徐传堡, 贾亚飞, 郑俊杰, 郑烨炜* (2024). 循环荷载下筋材对桩承式低路堤荷载传递机制的影响试验, 中国公路学报. (录用)
(7) Jia, Y., Zhang, J., Tong, L., Zheng, J., and Zheng, Y.* (2024). Cumulative deformation behavior of GRS bridge abutments under cyclic traffic loading. Geosynthetics International. https://doi.org/10.1680/jgein.23.00144
(8) Jia, Y., Zhang, J., Ngo, T., and Zheng, Y.* (2024). Shear resistance evolution of geogrid-aggregate interfaces under direct shear: Insights from 3D DEM simulations. Canadian Geotechnical Journal. http://dx.doi.org/10.1139/cgj-2023-0531
(9) Xu, C., Jia, Y., Zhang, J., Zheng, J.*, and Zheng, Y.** (2024). The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading. Transportation Geotechnics, 46, 101244. https://doi.org/10.1016/j.trgeo.2024.101244
(10) Wu, Q., Jia, Y., Wu, H., Yuan, Z., Tang, X., Zheng, Y.*, and Zhao, H.** (2024). Macro- and micro-mechanical behavior of CSU-LRS-1 lunar soil simulant under true triaxial loading path. Granular Matter, 26, 63. https://doi.org/10.1007/s10035-024-01437-z
(11) Jia, Y., Xu, C., Zhang, J., and Zheng, Y.* (2024). Evaluation of dynamic soil stress distribution in GRS bridge abutments subjected to cyclic loading. Geotextiles and Geomembranes, 52(4), 855-869. https://doi.org/10.1016/j.geotexmem.2024.05.003
(12) Jia, Y., Zhang, J., and Zheng, Y.* (2024). 3D DEM investigation of shear behavior and interaction mechanism of woven geotextile-sand interfaces. Geotextiles and Geomembranes, 52(5), 1011-1023. https://doi.org/10.1016/j.geotexmem.2024.06.004
(13) Jia, Y.*, Zornberg, J. G., and Zheng, Y. (2025). “3D DEM evaluation of aggregate shear bands and geogrid deformations in pullout tests.” Geotechnical Frontiers 2025, Kentucky, KY, USA. (In review)
(14) Zhao, Y., Wu, Q., Hu, Z., Jia, Y., and Zheng, Y.* (2024). Macro- and micro-scopic suffusion behavior of gap-graded soils under cyclic hydraulic gradient reversals. Computers and Geotechnics. (In review)
Email：yafeijia@whu.edu.cn