建工学院研究生导师情况介绍









姓　　名：黄劲松
性　　别：男
籍　　贯：湖北省武汉市
政治面貌：无
出生日期：1973.07.03
职　　称：教授
职　　务：无
E-mail：jinsonghuang@ncu.edu.cn/jinsong.huang@newcastle.edu.au
联系电话：18807082307
学习经历
　　2014/04–至今，南昌大学，建筑工程学院，特聘讲座教授
　　2010/09–至今，澳大利亚纽卡斯尔大学，土木工程系，研究员
　　2005/01–2010/08，美国科罗拉多矿业大学，土木工程系，副研究员
　　1997/07–2005/12，武汉大学，水利水电学院水力发电系，副教授
　　1994/09–1997/06，华中科技大学，船舶与海洋工程系，博士
　　1991/09–1994/06，华中科技大学，船舶与海洋工程系，硕士
　　1985/09–1989/06，华中科技大学，船舶与海洋工程系，学士
研究方向
　　1．水工结构（土石坝、重力坝、堤防、盾构隧道、桩基）数值计算
　　2．岩土工程贝叶斯理论、可靠度理论及参数随机反演方法
　　3．接触动力学理论及离散元
4．裂隙岩质边坡稳定性分析及风险评估
5．岩土地层概率表征
6．大数据及机器学习方法岩土工程应用
任职经历及社会兼职情况
　　国际土力学与岩土工程学会（ISSMGE）技术委员会TC304委员
　　国际岩土工程安全协会（Geotechnical Safety Network）执行委员会委员
美国土木工程学会（ASCE）风险评估和管理分会委员
澳大利亚岩土力学学会委员
Computers and Geotechnics、Canadian Geotechnical Journal、Georisk等主流期刊编委
主讲课程情况
　　本科生课程：土力学，弹性力学与有限元
　　研究生课程：高等土力学，数值分析方法
从事科研情况
自2014年4月起加盟南昌大学建筑工程学院被聘为特聘讲座教授，主要从事岩土工程数值模拟、边坡可靠度分析、岩土地层概率表征、滑坡与溃坝风险评估等方面的研究工作。目前依托南昌大学承担国家自然科学基金面上项目2项、江西省重点项目和重点研发计划一般项目各1项，主持完成国内外重要纵向课题十余项。出版英文学术编著4部，在本领域顶级主流期刊《Géotechnique》、《Landslides》、《Canadian Geotechnical Journal》和《Structural Safety》等上发表了100余篇高质量学术论文，其中SCI论文70余篇，有1篇SCI论文获国际期刊《Computers and Geotechnics》最佳论文奖，1篇SCI论文获国际期刊《Canadian Geotechnical Journal》主编首选大奖（Editor’s Choice Award）。
发表论文、出版专著、获奖及专利情况
一、发表论文及出版专著
[1]Yang R, Huang J*, Griffiths D V, Li J, Sheng D. (2019). The importance of soil property sampling location in slope stability assessment[J]. Canadian Geotechnical Journal, 56(3): 335-346. (SCI收录)
[2]Yang R, Huang J*, Griffiths D V, Meng, J, Fenton, G A. (2019). Optimal geotechnical site investigations for slope design[J]. Computers and Geotechnics, 114: 103111. (SCI收录)
[3]Sun Y, Huang J, Jin W, Sloan S W, Jiang Q*. (2019). Bayesian updating for progressive excavation of high rock slopes using multi-type monitoring data[J]. Engineering geology, 2019, 252: 1-13. (SCI收录)
[4]Meng J*, Huang J, Lin H, Laue J, Li K. (2019). A static discrete element method with discontinuous deformation analysis[J]. International Journal for Numerical Methods in Engineering. (SCI收录)
[5]Meng J, Cao P, Huang J, Lin H, Li K, Cao R*. (2019). Three-dimensional spherical discontinuous deformation analysis using second-order cone programming[J]. Computers and Geotechnics, 2019, 112: 319-328. (SCI收录)
[6]Meng J, Cao P, Huang J, Lin H, Chen Y, Cao R*. (2019). Second-order cone programming formulation of discontinuous deformation analysis[J]. International Journal for Numerical Methods in Engineering, 118(5): 243-257. (SCI收录)
[7]Meng J, Huang J*, Yao C, Sheng D. (2018). A discrete numerical method for brittle rocks using mathematical programming[J]. Acta Geotechnica, 13(2): 283-302. (SCI收录)
[8]Meng J, Huang J*, Sloan S W, Sheng D. (2018). Discrete modelling jointed rock slopes using mathematical programming methods[J]. Computers and Geotechnics, 96: 189-202. (SCI收录)
[9]Meng J, Huang J*, Sheng D, Sloan S W. (2017). Quasi-Static Rheology of Granular Media Using the Static DEM[J]. International Journal of Geomechanics, 17(11): 04017094. (SCI收录)
[10]Meng J, Huang J*, Sheng D, Sloan S W. (2017). Granular contact dynamics with elastic bond model[J]. Acta Geotechnica, 12(3): 479-493. (SCI收录)
[11]Huang J, Zheng D*, Li D Q, Kelly R, Sloan S W. (2018). Probabilistic characterization of two-dimensional soil profile by integrating cone penetration test (CPT) with multi-channel analysis of surface wave (MASW) data[J]. Canadian Geotechnical Journal, 55: 1168-1181. (SCI收录)
[12]Zheng D, Huang J*, Li D Q, Kelly R, Sloan S W. (2018). Embankment prediction using testing data and monitored behaviour: A Bayesian updating approach[J]. Computers and Geotechnics, 2018, 93: 150-162. (SCI收录)
[13]Tang G, Huang J*, Sheng D, Sloan S W. (2018). Stability analysis of unsaturated soil slopes under random rainfall patterns[J]. Engineering Geology, 245: 322-332. (SCI收录)
[14]Li C, Huang J, Wu L, Lu J, Xia C. (2018). Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading[J]. International Journal of Geomechanics, 18(11): 06018032. (SCI收录)
[15]Huang J, Fenton G, Griffiths D V, Li D Q, Zhou C B. (2017). On the efficient estimation of small failure probability in slopes[J]. Landslides, 14(2): 491-498. (SCI收录)
[16]Ngoc P V, Turner B, Huang J, Kelly R. (2017). Long-term strength of soil-cement columns in coastal areas. Soils and foundations, 57(4): 645-654. (SCI收录)
[17]Li L, Li J, Huang J, Liu H, Cassidy M J. (2017). The bearing capacity of spudcan foundations under combined loading in spatially variable soils[J]. Engineering Geology, 227: 139-148. (SCI收录)
[18]Huang F, Huang J*, Jiang S H, Zhou C B. (2017). Landslide displacement prediction based on multivariate chaotic model and extreme learning machine[J]. Engineering Geology, 218: 173-186. (SCI收录)
[19]Huang F, Yin K*, Huang J, Gui L, Wang P. (2017). Landslide susceptibility mapping based on self-organizing-map network and extreme learning machine[J]. Engineering Geology, 223: 11-22. (SCI收录)
[20]Huang F, Huang J*, Jiang S H, Zhou C B. (2017). Prediction of groundwater levels using evidence of chaos and support vector machine[J]. Journal of Hydroinformatics, 2017, 19(4): 586-606. (SCI收录)
[21]Li Y, Huang J, Jiang S H, Huang F, Chang Z. A web-based GPS system for displacement monitoring and failure mechanism analysis of reservoir landslide[J]. Scientific reports, 2017, 7(1): 17171. (SCI收录)
[22]Zhu D, Griffiths D V, Huang J, Fenton G A. (2017). Probabilistic stability analyses of undrained slopes with linearly increasing mean strength[J]. Géotechnique, 67(8): 733-746. (SCI收录)
[23]Ali A, Lyamin A V, Huang J, Li, J H, Cassidy, MJ, Sloan, SW. Probabilistic stability assessment using adaptive limit analysis and random fields[J]. Acta Geotechnica, 2017, 12(4): 937-948. (SCI收录)
[24]Ali A, Lyamin A V, Huang J, Sloan S W, Cassidy M J. (2017). Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading[J]. Computers and Geotechnics, 84: 16-27. (SCI收录)
[25]Huang J, Kelly R, Li D Q, Zhou C B, Sloan S W. (2016). Updating reliability of single piles and pile groups by load tests[J]. Computers and Geotechnics, 73: 221-230. (SCI收录)
[26]Kelly R, Huang J. (2015). Bayesian updating for one-dimensional consolidation measurements[J]. Canadian Geotechnical Journal, 52(9): 1-13. (SCI收录)
[27]Huang J, Griffiths D V. (2015). Determining an appropriate finite element size for modelling the strength of undrained random soils[J]. Computers and Geotechnics, 69: 506-513. (SCI收录)
[28]Huang J, Kelly R, Sloan S W. (2015). Stochastic assessment for the behaviour of systems of dry soil mix columns[J]. Computers and Geotechnics, 66: 75-84. (SCI收录)
[29]Ali A, Huang J, Lyamin A V, Sloan S W, Cassidy M J. (2014). Boundary effects of rainfall-induced landslides[J]. Computers and Geotechnics, 61: 341-354. (SCI收录)
[30]Ali A, Huang J, Lyamin A V, Sloan S W, Griffiths D V, Cassidy M J, Li J H. (2014). Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes[J]. Engineering Geology, 179: 102-116. (SCI收录)
[31]Huang J, Lyamin A V, Griffiths D V, Krabbenhoft K, Sloan S W. (2013). Quantitative risk assessment of landslide by limit analysis and random fields[J]. Computers and Geotechnics, 53: 60-67. (SCI收录)
[32]Huang J, Griffiths D V, Wong S W. (2011). In situ stress determination from inversion of hydraulic fracturing data[J]. International Journal of Rock Mechanics and Mining Sciences, 48(3): 476-481. (SCI收录)
[33]Huang J, Griffiths D V. (2011). Observations on FORM in a simple geomechanics example[J]. Structural Safety, 33(1): 115-119. (SCI收录)
[34]Griffiths D V, Huang J, Fenton G A. Probabilistic infinite slope analysis[J]. Computers and Geotechnics, 2011, 38(4): 577-584. (SCI收录)
[35]Huang J, Griffiths D V, Fenton G A. System reliability of slopes by RFEM[J]. Soils and Foundations, 2010, 50(3): 343-353. (SCI收录)
二、获奖及专利情况
[1]国际岩土工程安全协会杰出科学家奖（GEOSNet Award），2017.
[2]国际计算方法与岩土工程进展协会优秀区域贡献奖，2014.