个人简介
性别：男
职称：教授
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
2020.07~至今 中国地质大学(武汉) 博士后
三、教育背景：
2018.11~2019.10 法国格勒诺布尔大学 岩土工程 联合培养博士研究生
2016.09~2020.06 中南大学 隧道工程专业 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
六、获奖情况
第四届中国有色金属优秀科技论文奖
2019年中南大学一等校级奖学金-米塔尔奖学金
2018年博士生国家奖学金
七、科研项目
1. 考虑地质模型不确定性的滑坡变形破坏机理研究 (2020M682524), 2020.09-2022.08, 中国博士后科学基金第68批面上资助, 主持;
2. 地震多发地区三维滑坡变形破坏机理研究, 2020.09-2022.08, 湖北省博士后创新研究岗位,主持；
3. 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。
八、审稿期刊
《ASCE International Journal of Geomechanics》，《Computers and Geotechnics》，《Bulletin of Engineering Geology and the Environment》，《Advance in Civil Engineering》，《Geotechnical and Geological Engineering》
研究领域
岩土工程不确定性分析
不确定性地质建模
机器学习与智慧岩土技术
近期论文
查看导师新发文章
（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）
1. 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.
2. Li T.Z., Pan Q.*, Dias D. (2021). Active learning relevant vector machine for reliability analysis. Applied Mathematical Modelling, 89: 381-399.
3. Li T.Z., Yang X.L.* (2020). New approach for face stability assessment of tunnels driven in nonuniform soils. Computers and Geotechnics, 121: 103412.
4. 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)
5. 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.
6. 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.
7.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.
8. Zhu JQ, Li TZ*. (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.
9. 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)
10. 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.
11. 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.
12. 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.
13. 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.
14. 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.
15. 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.
16. 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.
17. 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.
18. 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.
19. 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.
20. 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.
21. 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.
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