教育背景：
2020.09 至今            博士   武汉大学，岩土工程
2017.09 – 2020.06   硕士   青海大学，建筑与土木工程
2012.09 – 2016.06   本科   武汉工程大学，土木工程
 
自我介绍：我来自青海西宁，本科在美丽的江城度过，硕士期间回到家乡继续求学，如今再次回到熟悉又陌生的这里继续求学，希望在接下来的学习和生活中都有所收获。
 
研究方向：初始应力状态对砂土抗液化特性的影响

学术论文：
(1) Zhao, F., and Zheng, Y.* (2022). Shear strength behavior of fiber reinforced soil: Experimental investigation and prediction model. International Journal of Geomechanics.  https://doi.org/10.1061/(ASCE)GM.1943-5622.0002502 

(2) Wu, Q., Zhao, F., Xia, W., Zheng, J., and Zheng, Y.* (2023). Combined effects of initial static shear and continuous principal stress rotation on the liquefaction behavior of granular materials. Computers and Geotechnics. https://doi.org/10.1016/j.compgeo.2023.105362 

(3) Wu, Q., Huang, L., Zhao, F., Qiu, Z, and Zheng, Y.* (2023). Liquefaction behavior of inherently anisotropic sand under cyclic simple shear: Insights from three-dimensional DEM simulations. Soil Dynamics and Earthquake Engineering. https://doi.org/10.1016/j.soildyn.2023.107947

(4) Zhao, F., Qiu, Z., Pan, K., Zheng, Y.*, and Wu, Q.** (2024). Liquefaction resistance of anisotropically consolidated sand under monotonic and cyclic undrained torsional shear. Soil Dynamics and Earthquake Engineering, 179, 108553. https://doi.org/10.1016/j.soildyn.2024.108553

(5) Xu, H., Zhao, F.*, Hu, Y., Gao, F., and Zheng, Y. (2024). Cumulative deformation prediction of improved coarse-grained red mudstone soil under cyclic loading. International Journal of Geomechanics. (In revision)

(6) 赵福堂, 吴祁新, 郑俊杰, 郑烨炜* (2024). 基于广义剪应变的各向异性固结饱和砂土超静孔压发展模型, 岩土工程学报. (在修)

(7) Zhao, F., Qiu, Z., Zheng, Y.*, and Wu, Q.** (2024). Development of pore water pressure generation in anisotropically consolidated sand under cyclic torsional loading. Acta Geotechnica. (In review)

Email：zhaofutang314@whu.edu.cn