
師資隊(duì)伍
職稱:教授,博士生導(dǎo)師,國(guó)家高層次青年人才
職務(wù):工程風(fēng)險(xiǎn)與防災(zāi)研究所副所長(zhǎng)
電子郵箱:xstang@whu.edu.cn
辦公地址:武漢大學(xué)工學(xué)部水電科技大樓A區(qū)323
研究方向:庫(kù)壩系統(tǒng)智能監(jiān)測(cè)與智慧運(yùn)維、庫(kù)壩系統(tǒng)安全評(píng)估與風(fēng)險(xiǎn)防控、庫(kù)區(qū)地質(zhì)災(zāi)害監(jiān)測(cè)預(yù)警與風(fēng)險(xiǎn)評(píng)估
招生專業(yè):智慧水利、水工結(jié)構(gòu)工程、水利水電工程
招生類型:學(xué)術(shù)學(xué)位博士、學(xué)術(shù)學(xué)位碩士、專業(yè)學(xué)位碩士
? 2011.12-2013.10,新加坡國(guó)立大學(xué)土木與環(huán)境工程系,巖土工程,博士研究生聯(lián)合培養(yǎng)(公派留學(xué))
? 2008.09-2014.06,武漢大學(xué)水利水電學(xué)院,水工結(jié)構(gòu)工程,工學(xué)博士
? 2004.09-2008.06,四川大學(xué)水利水電學(xué)院,水利水電工程,工學(xué)學(xué)士
? 2022.12-至今,武漢大學(xué)水利水電學(xué)院,教授
? 2016.12-2022.11,武漢大學(xué)水利水電學(xué)院,副教授
? 2014.12-2016.11,武漢大學(xué)水利水電學(xué)院,講師
? 2014.10-2015.10,香港科技大學(xué)土木與環(huán)境工程系,博士后
? 2014.07-2016.07,武漢大學(xué)水利水電學(xué)院,師資博士后
? 本科生:《水工建筑物》、《水工建筑物課程設(shè)計(jì)》、《巖土力學(xué)》、《水工地基處理》、《計(jì)算機(jī)輔助設(shè)計(jì)》
? 研究生:《水利水電工程結(jié)構(gòu)可靠性與風(fēng)險(xiǎn)評(píng)估》
[1] 國(guó)家重點(diǎn)研發(fā)計(jì)劃課題(聯(lián)系人)(課題編號(hào):2017YFC1501301,執(zhí)行年限:2018.01-2021.12)
[2] 國(guó)家自然科學(xué)基金專項(xiàng)項(xiàng)目(項(xiàng)目編號(hào):52542904,執(zhí)行年限:2025.07-2025.12)
[3] 國(guó)家自然科學(xué)基金面上項(xiàng)目(項(xiàng)目編號(hào):52079100,執(zhí)行年限:2021.01-2024.12)
[4] 國(guó)家自然科學(xué)基金面上項(xiàng)目(項(xiàng)目編號(hào):51879204,執(zhí)行年限:2019.01-2022.12)
[5] 國(guó)家自然科學(xué)基金青年基金項(xiàng)目(項(xiàng)目編號(hào):51509188,執(zhí)行年限:2016.01-2018.12)
[6] 湖北省自然科學(xué)基金青年基金項(xiàng)目(項(xiàng)目編號(hào):2015CFB509,執(zhí)行年限:2015.01-2016.12)
[7] 中國(guó)博士后科學(xué)基金特別資助項(xiàng)目(項(xiàng)目編號(hào):2016T90726,執(zhí)行年限:2016.07-2017.06)
[8] 中國(guó)博士后科學(xué)基金面上資助項(xiàng)目(項(xiàng)目編號(hào):2015M572196,執(zhí)行年限:2015.07-2016.06)
[9] 武漢大學(xué)自主科研項(xiàng)目學(xué)科交叉類資助項(xiàng)目(項(xiàng)目編號(hào):2042018kf0243,執(zhí)行年限:2018.01-2019.12)
[10] 武漢大學(xué)自主科研項(xiàng)目青年教師資助項(xiàng)目(項(xiàng)目編號(hào):2042015kf0004,執(zhí)行年限:2015.01-2016.12)
[11] 環(huán)北廣西工程重大科研課題(四)深長(zhǎng)隧洞復(fù)雜工程地質(zhì)問(wèn)題及應(yīng)對(duì)措施技術(shù)研究(項(xiàng)目編號(hào):2025010116,執(zhí)行年限:2024.10-2027.07)
[1] 中國(guó)水力發(fā)電工程學(xué)會(huì)科技進(jìn)步一等獎(jiǎng), 水工巖土結(jié)構(gòu)強(qiáng)震誘發(fā)災(zāi)變風(fēng)險(xiǎn)防控關(guān)鍵技術(shù)及應(yīng)用, 2024年, 排名第7
[2] 教育部自然科學(xué)一等獎(jiǎng), 水工巖土工程不確定性分析與可靠性控制, 2020年, 排名第4
[3] 湖北省自然科學(xué)一等獎(jiǎng), 邊坡工程系統(tǒng)可靠度評(píng)估與風(fēng)險(xiǎn)控制方法, 2017年, 排名第4
[4] 湖北省優(yōu)秀博士學(xué)位論文, 基于Copula理論的巖土體參數(shù)不確定性建模與可靠度分析, 2015年, 排名第1
[5] 2019年度《Computers and Geotechnics》期刊Sloan杰出論文獎(jiǎng), Impact of copula selection on geotechnical reliability under incomplete probability information, 2019年, 排名第1
[6] 2017年度F5000論文(領(lǐng)跑者5000 中國(guó)精品科技期刊頂尖學(xué)術(shù)論文), 基于Copula函數(shù)的基樁荷載-位移雙曲線概率分析, 2018年, 排名第1
[7] 第十五屆湖北省自然科學(xué)優(yōu)秀學(xué)術(shù)論文一等獎(jiǎng), Impact of copula selection on geotechnical reliability under incomplete probability information, 2014年, 排名第1
[1] 國(guó)家“計(jì)劃”拔尖人才
[2] 中國(guó)科協(xié)青年人才托舉工程入選者
[3] 湖北省優(yōu)秀博士學(xué)位論文獲得者
[4] 武漢大學(xué)351人才計(jì)劃珞珈青年學(xué)者
[5] 水資源工程與調(diào)度全國(guó)重點(diǎn)實(shí)驗(yàn)室“優(yōu)秀青年人才騰飛計(jì)劃”入選者
[1] 國(guó)際巖土工程安全學(xué)會(huì)(GEOSNet)委員
[2] 國(guó)際土力學(xué)與巖土工程學(xué)會(huì)(ISSMGE)風(fēng)險(xiǎn)評(píng)估與管理專委會(huì)(TC304)委員
[3] 國(guó)家自然科學(xué)基金委工程與材料科學(xué)部水利工程學(xué)科E09和建筑與土木工程學(xué)科E08評(píng)審專家
[4] 中國(guó)巖石力學(xué)與工程學(xué)會(huì)地下工程分會(huì)第九屆理事
[5] 中國(guó)土木工程學(xué)會(huì)工程風(fēng)險(xiǎn)與保險(xiǎn)研究分會(huì)第四屆理事
[6] 中國(guó)土木工程學(xué)會(huì)工程風(fēng)險(xiǎn)與保險(xiǎn)研究分會(huì)第三屆青年論壇委員
[7] 中國(guó)水利學(xué)會(huì)第七屆青年科技工作委員會(huì)委員
[8] 中國(guó)地球物理學(xué)會(huì)韌性減災(zāi)與應(yīng)急專業(yè)委員會(huì)委員
[9] 《南水北調(diào)與水利科技(中英文)》編委
[10] 《水利水電科技進(jìn)展》首屆青年編委
[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] 李典慶, 唐小松, 周創(chuàng)兵. 基于Copula理論的巖土體參數(shù)不確定性表征與可靠度分析[M]. 北京: 科學(xué)出版社, 2014.
[3] 李典慶, 唐小松, 曹子君. 基于ISO2394的巖土工程可靠度設(shè)計(jì)[M]. 北京: 中國(guó)水利水電出版社, 2017.
[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.
[40] Wang W, Li DQ, Tang XS, Du WQ. Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability [J]. Soil Dynamics and Earthquake Engineering, 2023, 173: 108088.
[41] Liu QY, Li DQ, Tang XS, Du WQ. Predictive models for seismic source parameters based on machine learning and general orthogonal regression approaches [J]. Bulletin of the Seismological Society of America, 2023, 113(6): 2363-2376.
[42] Tang XS*, Lin X, Li DQ, Wang S. Practical copula-based FORM for efficient slope reliability analysis involving correlated non-normal variables [J]. Computers and Geotechnics, 2024, 172: 106451.
[43] Tang XS*, Hu B, Zang HH, Liu Y, Du WQ. Bootstrap method for characterizing statistical uncertainty in bivariate shear strength parameters and its application to reliability-based design of slopes [J]. Geological Journal, 2024, 59(9): 2416-2425.
[44] Li DQ, Zang HH, Tang XS*, Rong G. Efficient Bayesian updating for deformation prediction of high rock slopes induced by excavation with monitoring data [J]. Engineering Geology, 2024, 342: 107772.
[45] Zang HH, Li DQ, Tang XS*, Rong G. Machine learning for time series prediction of valley deformation induced by impoundment for high arch dams [J]. Bulletin of Engineering Geology and the Environment, 2025, 84(4): 194.
[46] Lin X, Tang XS*, Li DQ, Wang S. Bi-coupled discontinuous Galerkin method for realizing large-scale 3-D random fields with non-separable autocorrelation functions [J]. Computers and Geotechnics, 2025, 185: 107356.
地址:武漢市武昌區(qū)東湖南路8號(hào)電話:027-68772215學(xué)院郵箱:sdxy@whu.edu.cn
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