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
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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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