李玉萍副教授
李玉萍，生于江苏南京，哲学博士，副教授，硕士生导师。2014年博士毕业于新加坡国立大学，在新加坡国立大学近海研究与工程中心（CORE）先后作为Research Engineer 和Research Fellow从事海洋钻井平台基础，深海鱼雷桩，海底管道等方向的研究工作。 2016年2月加入河海大学土木与交通学院岩土工程研究所，主要从事海洋岩土和环境岩土方面的教学和科研工作。目前已经发表学术论文20余篇，其中第一作者和通讯作者SCI论文10篇，代表作主要发表在《Géotechnique》、 《Journal of Geotechnical and Geoenvironmental Engineering》等国际知名岩土期刊上。
(Bio: Dr. Yu-Ping Li obtained her Ph.D. degree in Geotechnical Engineering from National University of Singapore in 2014. She is currently an associate professor in Geotechnical Research Institute, Hohai University. Before this, she worked as Research Engineer and Research Fellow in the Centre for Offshore Research & Engineering, NUS. Her major research interests include offshore foundations and MSW landfills.)
每年招收硕士研究生2-4名，欢迎有志青年加盟。
教育经历：
2009.01-2014.06 哲学博士 （岩土工程） 新加坡国立大学
2006.09-2008.12 工学硕士 （岩土工程） 河海大学
2002.09-2006.06 工学学士 （土木工程试点） 河海大学
研究与工作经历:
2018年-至今 副教授 河海大学
2016年-2018 博士后 河海大学
2014-2016 Research Fellow 新加坡国立大学近海研究与工程中心
2013-2014 Research Engineer 新加坡国立大学近海研究与工程中心
研究方向:
[1] 海洋岩土钻井平台基础 （Offshore foundations）
[2] 环境岩土-城市固体废弃物填埋场方向 (MSW Landfills )
科研项目：
[1] 国家自然科学基金青年基金项目（No. 41702290）：温度变化对高塑料含量垃圾土变形和强度特性影响机理研究 (2018-2020) (主持)
[2] 中央高校基本科研业务费项目（No. 2019B02114）：温度升高对城市固体废弃物本构特性的影响（2019-2021）(主持)
联系方式：
地址：中国江苏省南京市西康路1号
河海大学土木与交通学院科学馆810
邮箱: liyuping@hhu.edu.cn
联系电话：15905167951
研究成果：
详见：https://www.researchgate.net/profile/Yuping_Li19
[1] Y.P. Li, J.T. Yi, F. H. Lee, S. H. Goh, X. Y. Zhang, J. F. Wu, Y. Liu and B. Zhao (2017). Effects of lattice leg on cavities and bearing capacity of deeply embedded spudcans in clay. Geotechnique, 67(1), 1-17.
[2] Yu Ping Li, Jiang Tao Yi, Fook Hou Lee, Siang Huat Goh and Jun Hu (2018). Effect of lattice leg and sleeve on the transient vertical bearing capacity of deeply penetrated spudcans in clay. Journal of Geotechnical and Geoenvironmental Engineering, 144(5).
[3] Yu Ping Li, Yong Liu, Fook Hou Lee, Siang Huat Goh, Xi Ying Zhang and Jer-Fang Wu (2018). Effect of sleeves and skirts on mitigating spudcan punch-through in sand overlying normally consolidated clay, Geotechnique, 69(4).
[4] Yu Ping Li, Jiang Tao Yi and Fook Hou Lee (2018). Centrifuge model study on the effect of lattice leg and sleeve on the post-consolidation bearing capacity of spudcan foundation, Journal of Offshore Mechanics and Arctic Engineering, 140(4).
[5] Yu Ping Li, Yu Yang, Jiang Tao Yi, et al. (2018) Causes of post-installation penetration of jack-up spudcan foundations in clays, PLOS ONE, 13(11).
[6] Jiang Tao Yi, Yu Ping Li*, Shan Bai, Yong Fu, Fook Hou Lee and Xi Ying Zhang (2018). A Simple Effective Stress approach for Modeling Rate-dependent Strength of Soft Clay. Journal of Offshore Mechanics and Arctic Engineering, 140(4).
[7] Jiang Tao Yi, Yu Ping Li*, Yi Wei Li, Yu Yang and Yong Liu (2018). Experimental and numerical studies of the excess pore pressure field surrounding an advancing spudcan footing. Journal of Offshore Mechanics and Arctic Engineering, 140(2).
[8] Yong Liu, Jun Hu, Yu-Ping Li* and Li-Hua Li (2017). Statistical evaluation of the overall strength of a soil-cement column under axial compression. Construction and Building Materials, 132, 51-60.
[9] Aagesen, R., Dean, E.T.R., Lee, F.H., Li, Y.P. (2018). Simplified analysis of chord and brace effects on jackup leg penetration for preloading in soft clay. Canadian Gotechnical Journal.
[10] Yong Fu, Xiying Zhang, Yuping Li, Hai Gu, Jie Sun, Yong Liu and Fook Hou Lee (2017). Holding capacity of dynamically installed anchors in normally consolidated clay under inclined loading. Canadian Geotechnical Journal, 54(9), 1257-1271.
[11] X. Liu; Y. Fu; C. H. Yeo; Y.P. Li; F. H. Lee; H. Gu and J. Sun (2016). Technique for modeling installation and pullout of DIAs on a beam Centrifuge. Geotechnical testing Journal, 39(6), 1-12.
[12] J. T. Yi, B. Zhao, Y. P. Li, Y. Yang, F. H. Lee, S. H. Goh, X. Y. Zhang and J. F. Wu (2014). Post-installation pore-pressure changes around spudcan and long-term spudcan behavior in soft clay. Computers and Geotechnics, 56, 133-147.
[13] 施建勇，朱俊高，刘荣，李玉萍 (2010).垃圾土强度特性试验与双线强度包 线研究，岩土工程学报，32(10)，1499-1500.
