电子邮箱：xstang@whu.edu.cn
研究方向：水工岩土工程可靠度与风险控制、工程地质灾害风险评估
研究生导师：学术学位博士生导师(水工结构工程)、学术学位硕士生导师(水工结构工程、水利水电工程)、专业学位硕士生导师(土木水利)
2011/12-2013/10，新加坡国立大学土木与环境工程系，岩土工程，博士研究生联合培养（公派留学）
2008/09-2014/06，武汉大学水利水电学院，水工结构工程，工学博士
2004/09-2008/06，四川大学水利水电学院，水利水电工程，工学学士
2022/12-至今，武汉大学水利水电学院，教授
2016/12-2022/11，武汉大学水利水电学院，副教授
2014/12-2016/11，武汉大学水利水电学院，讲师
2014/10-2015/10，香港科技大学土木与环境工程系，博士后
2014/07-2016/07，武汉大学水利水电学院，师资博士后
基于机器学习的水电高边坡变形与稳定性预测
水工结构工程智能监测与数据挖掘
岩土体不均匀性量化与参数变异性表征
岩土工程可靠度分析方法
工程地质灾害风险评估方法
本科生教学：《水工建筑物》《水工建筑物课程设计》《岩土力学》《水工地基处理》《计算机辅助设计》
研究生教学：《水利水电工程结构可靠性与风险评估》
[1] Tang XS, Li DQ, Chen YF, Zhou CB, Zhang LM. Improved knowledge-based clustered partitioning approach and its application to slope reliability analysis [J]. Computers and Geotechnics, 2012, 45: 34-43.
[2] Li DQ, Tang XS, Zhou CB, Phoon KK. Uncertainty analysis of correlated non-normal geotechnical parameters using Gaussian copula [J]. Science China Technological Sciences, 2012, 55(11): 3081-3089.
[3] Li DQ, Tang XS, Phoon KK, Chen YF, Zhou CB. Bivariate simulation using copula and its application to probabilistic pile settlement analysis [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(6): 597-617.
[4] Tang XS, Li DQ, Rong G, Phoon KK, Zhou CB. Impact of copula selection on geotechnical reliability under incomplete probability information [J]. Computers and Geotechnics, 2013, 49: 264-278.
[5] Tang XS, Li DQ, Zhou CB, Zhang LM. Bivariate distribution models using copulas for reliability analysis [J]. Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability, 2013, 227(5): 499-512.
[6] Tang XS, Li DQ, Zhou CB, Phoon KK, Zhang LM. Impact of copulas for modeling bivariate distributions on system reliability [J]. Structural Safety, 2013, 44: 80-90.
[7] Tang XS, Li DQ, Zhou CB, Phoon KK. Copula-based approaches for evaluating slope reliability under incomplete probability information [J]. Structural Safety, 2015, 52: 90-99.
[8] Li DQ, Tang XS*, Phoon KK. Bootstrap method for characterizing the effect of uncertainty in shear strength parameters on slope reliability [J]. Reliability Engineering and System Safety, 2015, 140: 99-106.
[9] Li DQ, Tang XS, Zhou CB, Phoon KK. Characterization of uncertainty in probabilistic model using bootstrap method and its application to reliability of piles [J]. Applied Mathematical Modelling, 2015, 39(17): 5310-5326.
[10] Li DQ, Zhang L, Tang XS, Zhou W, Li JH, Zhou CB, Phoon KK. Bivariate distribution of shear strength parameters using copulas and its impact on geotechnical system reliability [J]. Computers and Geotechnics, 2015, 68: 184-195.
[11] Li DQ, Qi XH, Cao ZJ, Tang XS, Zhou W, Phoon KK, Zhou CB. Reliability analysis of strip footing considering spatially variable undrained shear strength that linearly increases with depth [J]. Soils and Foundations, 2015, 55(4): 866-880.
[12] Li DQ, Qi XH, Cao ZJ, Tang XS, Phoon KK, Zhou CB. Evaluating slope stability uncertainty using coupled Markov chain [J]. Computers and Geotechnics, 2016, 73: 72-82.
[13] Li DQ, Zheng D, Cao ZJ, Tang XS, Phoon KK. Response surface methods for slope reliability analysis: Review and comparison [J]. Engineering Geology, 2016, 203: 3-14.
[14] Li DQ, Shao KB, Cao ZJ, Tang XS, Phoon KK. A generalized surrogate response aided-subset simulation approach for efficient geotechnical reliability-based design [J]. Computers and Geotechnics, 2016, 74: 88-101.
[15] Qi XH, Li DQ, Phoon KK, Cao ZJ, Tang XS. Simulation of geologic uncertainty using coupled Markov chain [J]. Engineering Geology, 2016, 207: 129-140.
[16] Xu Y, Tang XS*, Wang JP, Kuo-Chen H. Copula-based joint probability function for PGA and CAV: a case study from Taiwan [J]. Earthquake Engineering and Structural Dynamics, 2016, 45(13): 2123-2136.
[17] Tang XS, Li DQ, Cao ZJ, Phoon KK. Impact of sample size on geotechnical probabilistic model identification [J]. Computers and Geotechnics, 2017, 87: 229-240.
[18] Zheng D, Li DQ, Cao ZJ, Tang XS, Phoon KK. An analytical method for quantifying the correlation among slope failure modes in spatially variable soils [J]. Bulletin of Engineering Geology and the Environment, 2017, 76(4): 1343-1352.
[19] Xiao T, Li DQ, Cao ZJ, Tang XS. Full probabilistic design of slopes in spatially variable soils using simplified reliability analysis method [J]. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2017, 11(1): 146-159.
[20] Zhang L, Li DQ, Tang XS*, Cao ZJ, Phoon KK. Bayesian model comparison and characterization of bivariate distribution for shear strength parameters of soil [J]. Computers and Geotechnics, 2018, 95: 110-118.
[21] Tang XS, Wang JP, Yang W, Li DQ. Joint probability modeling for two debris-flow variables: copula approach [J]. Natural Hazards Review, 2018, 19(2): 05018004.
[22] Li DQ, Zhang FP, Cao ZJ, Tang XS, Au SK. Reliability sensitivity analysis of geotechnical monitoring variables using Bayesian updating [J]. Engineering Geology, 2018, 245: 130-140.
[23] Tang XS, Li DQ, Wang XG, Phoon KK. Statistical characterization of shear strength parameters of rock mass for hydropower projects in China [J]. Engineering Geology, 2018, 245: 258-265.
[24] Wang JP, Tang XS*, Wu YM, Li DQ. Copula-based earthquake early warning decision-making strategy [J]. Soil Dynamics and Earthquake Engineering, 2018, 115: 324-330.
[25] Li DQ, Zheng D, Cao ZJ, Tang XS, Qi XH. Two-stage dimension reduction method for meta-model based slope reliability analysis in spatially variable soils [J]. Structural Safety, 2019, 81: 101872.
[26] Cao ZJ, Peng X, Li DQ, Tang XS. Full probabilistic geotechnical design under various design scenarios using direct Monte Carlo simulation and sample reweighting [J]. Engineering Geology, 2019, 248: 207-219.
[27] Wang MX, Tang XS*, Li DQ, Qi XH. Subset simulation for efficient slope reliability analysis involving copula-based cross-correlated random fields [J]. Computers and Geotechnics, 2020, 118: 103326.
[28] Lü TJ, Tang XS*, Li DQ, Qi XH. Modeling multivariate distribution of multiple soil parameters using vine copula model [J]. Computers and Geotechnics, 2020, 118: 103340.
[29] Liu XF, Tang XS*, Li DQ, Qi XH. Jackknifing for modeling sampling properties of soil statistics for geotechnical reliability analysis [J]. Computers and Geotechnics, 2020, 125: 103685.
[30] Tang XS, Wang MX, Li DQ. Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis [J]. Computers and Geotechnics, 2020, 127: 103784.
[31] Tang XS, Wang MX, Li DQ. Reply to the discussion on “Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis” [J]. Computers and Geotechnics, 2021, 132: 104023.
[32] Liu XF, Tang XS*, Li DQ. Efficient Bayesian characterization of cohesion and friction angle of soil using parametric bootstrap method [J]. Bulletin of Engineering Geology and the Environment, 2021, 80(2): 1809-1828.
[33] Li DQ, Ding YN, Tang XS, Liu Y. Probabilistic risk assessment of landslide-induced surges considering the spatial variability of soils [J]. Engineering Geology, 2021, 283: 105976.
[34] Ou-Yang JY, Li DQ, Tang XS, Liu Y. A patching algorithm for conditional random fields in modeling material properties [J]. Computer Methods in Applied Mechanics and Engineering, 2021, 377: 113719.
[35] Chen XJ, Li DQ, Tang XS, Liu Y. A three-dimensional large-deformation random finite-element study of landslide runout considering spatially varying soil [J]. Landslides, 2021, 18(9): 3149-3162.
[36] Liu Y, Li KQ, Li DQ, Tang XS, Gu SX. Coupled thermal-hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity [J]. Acta Geotechnica, 2022, 17(1): 257-274.
[37] Li PT, Li DQ, Tang XS, Liu Y. Hydrothermal performance of in-tunnel ground freezing subjected to drilling inaccuracy and seepage flow [J]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2022, 8(1): 04021071.
[38] Wang MY, Li DQ, Tang XS*, Liu Y. Modeling irregularly inclined fissure surfaces within nonuniform expansive soil slopes [J]. International Journal of Geomechanics, 2022, 22(8): 04022124.
[39] Tang XS*, Huang HB, Liu XF, Li DQ, Liu Y. Efficient Bayesian method for characterizing multiple soil parameters using parametric bootstrap [J]. Computers and Geotechnics, 2023, 156: 105296.
学术专著
[1] Li DQ, Tang XS. Modeling and simulation of bivariate distribution of shear strength parameters using copulas. Chapter 2, Risk and Reliability in Geotechnical Engineering [M]. CRC Press, 2014, 77-128.
[2] 李典庆, 唐小松, 周创兵. 基于Copula理论的岩土体参数不确定性表征与可靠度分析[M]. 北京: 科学出版社, 2014.
[3] 李典庆, 唐小松, 曹子君. 基于ISO2394的岩土工程可靠度设计[M]. 北京: 中国水利水电出版社, 2017.
[1] 国家重点研发计划课题（联系人）（课题编号：2017YFC1501301，执行年限：2018/01-2021/12）
[2] 国家自然科学基金面上项目（项目编号：52079100，执行年限：2021/01-2024/12）
[3] 国家自然科学基金面上项目（项目编号：51879204，执行年限：2019/01-2022/12）
[4] 国家自然科学基金青年基金项目（项目编号：51509188，执行年限：2016/01-2018/12）
[5] 湖北省自然科学基金青年基金项目（项目编号：2015CFB509，执行年限：2015/01-2016/12）
[6] 中国博士后科学基金特别资助项目（项目编号：2016T90726，执行年限：2016/07-2017/06）
[7] 中国博士后科学基金面上资助项目（项目编号：2015M572196，执行年限：2015/07-2016/06）
[8] 武汉大学自主科研项目学科交叉类资助项目（项目编号：2042018kf0243，执行年限：2018/01-2019/12）
[9] 武汉大学自主科研项目青年教师资助项目（项目编号：2042015kf0004，执行年限：2015/01-2016/12）
[1] 教育部自然科学一等奖, 水工岩土工程不确定性分析与可靠性控制, 2021年03月, 排名第4
[2] 湖北省自然科学一等奖, 边坡工程系统可靠度评估与风险控制方法, 2017年12月, 排名第4
[3] 湖北省优秀博士学位论文, 基于Copula理论的岩土体参数不确定性建模与可靠度分析, 2015年12月, 排名第1
[4] 2019年度《Computers and Geotechnics》期刊Sloan杰出论文奖, Impact of copula selection on geotechnical reliability under incomplete probability information, 2019年07月, 排名第1
[5] 2017年度F5000论文（领跑者5000 中国精品科技期刊顶尖学术论文）, 基于Copula函数的基桩荷载-位移双曲线概率分析, 2018年11月, 排名第1
[6] 第十五届湖北省自然科学优秀学术论文一等奖, Impact of copula selection on geotechnical reliability under incomplete probability information, 2014年11月, 排名第1
[1] 国家高层次人才特殊支持计划青年拔尖人才
[2] 中国科协青年人才托举工程入选者
[3] 湖北省优秀博士学位论文获得者
[4] 武汉大学351人才计划珞珈青年学者
[5] 水资源工程与调度全国重点实验室“优秀青年人才腾飞计划”入选者
[1] 国际岩土工程安全学会（GEOSNet）委员
[2] 国际土力学与岩土工程学会（ISSMGE）风险评估与管理专委会（TC304）委员
[3] 国家自然科学基金委工程与材料科学部水利工程学科E09和建筑与土木工程学科E08评审专家
[4] 中国土木工程学会工程风险与保险研究分会第三届理事
[5] 中国岩石力学与工程学会地下工程分会第九届理事
[6] 中国土木工程学会工程风险与保险研究分会第二届青年论坛委员
[7] 中国水利学会第七届青年科技工作委员会委员
[8] 担任岩土工程领域30余个国际权威SCI期刊审稿人
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