基本资料
　　姓名：唐小松
　　籍贯：广西桂林市全州县
　　民族：汉族
　　出生年月：1986/09
　　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
　　电子邮箱：xstang@whu.edu.cn
　　教育背景
　　Ø 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)
　　Ø 2008/09-2014/06，武汉大学水利水电学院，水工结构工程，工学博士
　　Ø 2004/09-2008/06，四川大学水利水电学院，水利水电工程，工学学士
　　工作经历
　　Ø 2016/12-至今，武汉大学水利水电学院，副教授
　　Ø 2016/08-2016/11，武汉大学水利水电学院，讲师
　　Ø 2014/10-2015/10，香港科技大学土木与环境工程系，博士后
　　Ø 2014/07-2016/07，武汉大学水利水电学院，师资博士后
　　研究兴趣
　　Ø 岩土工程可靠度分析方法
　　Ø 工程地质灾害风险评估方法
　　Ø 岩土体参数不确定性分析与模拟方法
　　教学工作
　　Ø 本科生教学：《水工建筑物》、《水工建筑物课程设计》、《计算机辅助设计》
　　SCI论文
　　[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]. 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] 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.
　　[20] 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): **.
　　[21] 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.
　　[22] 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.
　　[23] 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.
　　[24] 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.
　　[25] 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.
　　[26] 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.
　　[27] 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.
　　[28] 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.
　　[29] 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.
　　[30] 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, 2020, DOI: 10.1007/s10064-020-01992-8.
　　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.
　　主持项目
　　[1] 国家重点研发计划课题（联系人）(课题编号：2017YFC**，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：**，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：**，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：**，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：**kf0243，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：**kf0004，执行年限：2015/01-2016/12)
　　科技奖励
　　[1] 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
　　[2] 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
　　[3] 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
　　[4] 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
　　[5] 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
　　学术荣誉
　　[1] 中国科协青年人才托举工程入选者
　　[2] 湖北省优秀博士学位论文获得者
　　[3] 武汉大学珞珈青年****
　　学术任职
　　[1] 中国土木工程学会工程风险与保险研究分会第三届理事
　　[2] 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
　　[3] 担任岩土工程领域10余个国际权威SCI期刊审稿人