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2016 入选江苏省"青蓝工程"优秀青年骨干教师培养对象. 代表性论文 [1] Zhuang, Y., Wang, K.Y. Finite-element analysis of arching in highway piled embankments subjected to moving vehicle loads. Géotechnique, 2018, https://doi.org/10.1680/jgeot.16.p.266 (SCI 刊源) [2] Zhuang, Y.& Ellis, E.A. Finite-element analysis of a piled embankment with reinforcement and subsoil. Géotechnique,,

2016, 66(7):596-601. (SCI 检索) [3] Zhuang, Y.& Ellis, E.A. Finite element analysis of a piled embankment with reinforcement compared with BS

8006 predictions. Géotechnique,,

2014, 64(11):910-917. (SCI 检索) [4] Zhuang, Y., Ellis, E.A. & Yu, H.S. Three-dimensional finite-element analysis of arching in a piled embankment. Géotechnique,,

2012, 62(12):1127-1131. (SCI 检索) [5] Zhuang, Y. & Wang, K.Y. Three-dimensional behavior of biaxial geogrid in a piled embankment: Numerical investigation. Canadian Geotechnical Journal, 2015, 52:1629-1635. (SCI 检索) [6] Zhuang, Y. & Cui, X.Y.. Case studies of reinforced piled high-speed railway embankment over soft soils. International Journal of Geomechnics, ASCE, 2015, 16(2): 06015005. (SCI 检索) [7] Zhuang, Y., Wang, K.Y. & Liu, H.L. A simplified model to analyze the reinforced piled embankment. Geotextiles and Geomembranes: 2014, 42(2):154-165. (SCI 检索) [8] Zhuang, Y. & Cui, X.Y. Analysis and modification of the Hewlett and Randolph method. Geotechnical Engineering, ICE, 2014, 168(2):144-157. (SCI 检索)