一、基本信息：
姓名：李天正
性别：男
职称：特任教授
邮箱：litianzheng@cug.edu.cn
通讯地址：湖北省武汉市洪山区鲁磨路388号
二、工作经历：
2020.07~至今 中国地质大学(武汉) 特任教授
2022.01~2023.12 香港科技大学 香江学者
2020.07~2022.07 中国地质大学(武汉) 博士后
三、教育背景：
2018.11~2019.10 格勒诺布尔大学 岩土工程 联合培养博士研究生
2016.09~2020.06 中南大学 隧道工程 博士
2013.09~2016.06 中南大学 矿业工程 硕士
2009.09~2013.06 中南大学 采矿工程 学士
四、研究方向：
滑坡致灾机理分析与防治
不确定性地质建模
机器学习与智慧岩土技术
五、学术论文(*-通讯作者)：
第一或通讯作者论文：
[1] Li T.Z., Pan Q.*, Shen Z., Gong W.P. (2022). Probabilistic Stability Analysis of a Tunnel Face in Spatially Random Hoek–Brown Rock Masses with a Multi-Tangent Method. Rock Mechanics and Rock Engineering, 1-17.
[2] Li T.Z., Gong W., Tang H. (2021). Three-dimensional stochastic geological modeling for probabilistic stability analysis of a circular tunnel face. Tunnelling and Underground Space Technology, 118, 104190.
[3] Li T.Z., Gong W.P.*, Yang X.L. (2021). Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion. Tunnelling and Underground Space Technology, 109: 103785.
[4] Li T.Z., Pan Q.*, Dias D. (2021). Active learning relevant vector machine for reliability analysis. Applied Mathematical Modelling, 89: 381-399.
[5] Li T.Z., Yang X.L.* (2020). New approach for face stability assessment of tunnels driven in nonuniform soils. Computers and Geotechnics, 121: 103412.
[6] Li T.Z., Yang X.L.* (2020). Stability of plane strain tunnel headings in soils with tensile strength cut-off. Tunnelling and Underground Space Technology, 95: 103138. (ESI highly cited paper)
[7] Li T.Z., Dias D., Li Z.W.* (2020). Failure potential of a circular tunnel face under steady-state unsaturated flow condition. Computers and Geotechnics, 117: 103231.
[8] Li T.Z.*, Yang X.L. (2020). Face failure potential of a circular tunnel driven in anisotropic and nonhomogeneous soils. International Journal of Geomechanics. 20(8): 04020112.
[9] Li Z.W., Li T.Z.*, Yang X.L. (2020). Three-dimensional active earth pressure from cohesive backfills with tensile strength cutoff. International Journal for Numerical and Analytical Methods in Geomechanics, 44(7): 942-961.
[10] Zhu J.Q., Li T.Z.* (2020) Catastrophe theory-based risk evaluation model for water and mud inrush and its application in karst tunnels. Journal of Central South University, 27(5):1587-1598.
[11] Li T.Z., Yang X.L.* (2019). Three-dimensional face stability of shallow-buried tunnels with tensile strength cut-off. Computers and Geotechnics, 110: 82-93.
[12] Li T.Z., Yang X.L.* (2019). An efficient uniform design for Kriging-based response surface method and its application. Computers and Geotechnics, 109: 12-22.
[13] Li Z.W., Yang X.L., Li T.Z.* (2019). Face stability analysis of tunnels under steady unsaturated seepage conditions. Tunnelling and Underground Space Technology, 93: 103095.
[14] Li T.Z.*, Yang X.L. (2019). Face stability analysis of rock tunnels under water table using Hoek-Brown failure criterion. Geomechanics and Engineering, 18(3): 235-245.
[15] Li T.Z., Yang X.L.* (2019). Probabilistic analysis for face stability of tunnels in Hoek-Brown media. Geomechanics and Engineering, 18(6): 595-603.
[16] Li T.Z.*, Yang X.L. (2019). 3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses. KSCE Journal of Civil Engineering, 23(6): 2723-2732.
[17] Li T.Z.*, Dias D. (2019). Tunnel face reliability analysis using an active learning Kriging model-Case of a two-layer soils. Journal of Central South University, 26(7): 1735-1746.
[18] Li T.Z.*, Yang X.L. (2018). Probabilistic stability analysis of subway tunnels combining multiple failure mechanisms and response surface method. International Journal of Geomechanics, 18(12): 04018167.
[19] Li T.Z.*, Yang X.L. (2018). Reliability analysis of tunnel face in broken soft rocks using improved response surface method. International Journal of Geomechanics, 18(5): 04018021.
[20] Li T.Z.*, Yang X.L. (2018). Risk assessment model for water and mud inrush in deep and long tunnels based on normal grey cloud clustering method. KSCE Journal of Civil Engineering, 22(5): 1991-2001.
[21] Li T.Z.*, Yang X.L. (2017). Limit analysis of failure mechanism of tunnel roof collapse considering variable detaching velocity along yield surface. International Journal of Rock Mechanics and Mining Sciences, 100: 229-237.
[22] Li T.Z.*, Li Y.X., Yang X.L. (2017). Rock burst prediction based on genetic algorithms and extreme learning machine. Journal of Central South University, 24(9): 2105-2113.
共同作者：
[1] Gong W., Tian S., Wang L., Li Z., Tang H., Li T.Z., Zhang L. (2022). Interval prediction of landslide displacement with dual-output least squares support vector machine and particle swarm optimization algorithms. Acta Geotechnica, 1-19.
[2] Li B., Tang H., Gong W., Cheng Z., Li, T.Z., Wang L. (2022). Numerical study of the runout behavior of the Kamenziwan landslide in the Three Gorges Reservoir region, China. Landslides, 1-14. (ESI highly cited paper)
[3] Li Z., Gong W., Li T.Z., Juang, C. H., Chen, J., Wang, L. (2021). Probabilistic back analysis for improved reliability of geotechnical predictions considering parameters uncertainty, model bias, and observation error. Tunnelling and Underground Space Technology, 115, 104051.
[4] Zhao C., Gong W., Li T.Z., Juang C. H., Tang H., Wang H. (2021). Probabilistic characterization of subsurface stratigraphic configuration with modified random field approach. Engineering Geology, 288, 106138.
[5] Li Z.W., Yang X.L., Li T.Z. (2020). Static and seismic stability assessment of 3D slopes with cracks. Engineering Geology, 265: 105450. (ESI highly cited paper)
六、科研项目：
[1] 国家自然科学基金青年基金(42102321)，基于机器学习代理模型的非均质边坡可靠度评价方法研究，2022.01 - 2024.12，在研，主持；
[2] 香江学者计划项目(XJ2021045)，高原峡谷区内外动力耦合致灾机理，2022.01 -2023.12，在研，主持；
[3] 中国博士后科学基金面上项目(2020M682524)，考虑地质模型不确定性的滑坡变形破坏机理研究，2020.09 - 2022.08，结题，主持;
[4] 湖北省博士后创新研究岗位，地震多发地区三维滑坡变形破坏机理研究，2020.07 –2022.06，结题，主持;
[5] 深长隧道突水突泥多元信息特征与综合预测理论(2013CB036004)，2013.01~2017.12，国家重点基础研究发展计划(973计划)，参与。
七、获奖情况：
中南大学优秀博士论文
第四届中国有色金属优秀科技论文奖
中南大学一等校级奖学金-米塔尔奖学金
博士生国家奖学金
八、审稿期刊：
《ASCE International Journal of Geomechanics》、《Computers and Geotechnics》、《Bulletin of Engineering Geology and the Environment》、《Geotechnical and Geological Engineering》
