李锦辉
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李锦辉博士毕业于香港科技大学土木工程专业,之后分别任香港科技大学博士后及西澳大学海洋岩土基础研究中心(COFS)讲师,她主要从事岩土力学及岩土工程风险分析与控制,海洋岩土工程以及环境岩土工程等方向的研究。其研究工作得到了中国国家自然科学基金面上项目(2项)及青年科学基金项目(1项),英国劳氏船级社 (Lloyd’s Register Foundation)以及澳大利亚卓越岩土科学与工程研究中心(ARC Centre of Excellence for Geotechnical Science & Engineering)的支持。迄今已经发表文章70余篇,其中SCI收录33篇,EI收录54篇,被引用600余次。出版英文专著和教材2部;获国家发明专利和软件著作权2项。其研究工作获深圳市自然科学二等奖(第一完成人)、湖北省科技进步一等奖(第六完成人)、香港岩土与岩土环境工程协会Geotechnical Award、澳大利亚岩土科学与工程卓越研究中心优秀青年学者奖、深圳市地方级领军人才等奖励和荣誉。教育经历2005-2009 获哲学博士学位(土木工程),香港科技大学学位论文:FIELD EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF SEEPAGE IN SATURATED/UNSATURATED CRACKED SOIL2002-2004 获工学硕士学位(工程力学),河海大学学位论文:基于随机有限元的堤防渗透失稳风险分析及除险加固策略研究1997-2001 获工学学士学位(建筑工程),河海大学研究与工作经历2016至今 教授,哈尔滨工业大学2015至今 博士生导师,哈尔滨工业大学2013-至今 Lecturer,Adjunct Research Fellow, 西澳大学2012-2016 副教授,哈尔滨工业大学2009-2012 助理教授,哈尔滨工业大学2009-2010 博士后,香港科技大学科研项目2017-2020 复杂海洋土中桩靴基础在多元荷载共同作用下的失效机理和承载力包络面研究,国家自然科学基金面上项目,主持2014-2017 垃圾填埋场覆盖层植物-土-水相互作用机理及长期服役性能评价,国家自然科学基金面上项目,主持2011-2013 考虑随机裂隙网格动态发展时裂隙土饱和-非饱和土渗流的连续介质理论和试验研究,国家自然科学基金青年项目,主持2015-2017 地下水位水温动态监测系统技术研发,深圳市科技计划项目,主持2014-2015 裂隙土变形-渗流耦合分析与试验研究,水资源与水电工程科学国家重点实验室项目,主持2014-2015 沙荷西路隧道管棚支护与生态边坡技术研究,龙岗区建筑工务局,第二主持2016-2018 Georisk in Offshore Engineering, Lloyd's Register Foundation, PI.2011-2012 亚热带潮湿气候垃圾填埋场新型覆盖层的开发与优化设计,深圳市基础研究计划,主持2011-2012 考虑随机裂隙网络动态发展时裂隙土饱和-非饱和渗流的理论和试验研究,教育部博士点新教师基金项目,主持2010-2012 裂缝土中饱和/非饱和渗流的试验研究及其诱发滑坡的分析,哈尔滨工业大学创新基金,主持科研成果及奖励2016 深圳市自然科学二等奖(第一完成人)2015 深圳市地方级领军人才2014 Australian Research Council Centre of Excellence for Geotechnical Science & Engineering \研究领域
岩土力学及岩土工程风险分析:海洋岩土工程,环境岩土工程。""近期论文
72. LI, J.H., CASSIDY, M. J., HUANG, J., ZHANG, L, KELLY, R. 2016. Probabilistic identification of soil stratification. Géotechnique, 66(1):16-26. DOI: 10.1680/geot.14.P.242. (SCI).71. LI, J.H., HU, P., Uzielli, M., CASSIDY, M. J. 2018. Bayesian Prediction of Peak Resistance for Spudcans Penetrating Sand-over-clay. Géotechnique, https://www.icevirtuallibrary.com/doi/abs/10.1680/jgeot.17.P.154.?(SCI)70.?Li, L., Li,J.H., Huang, J.S., Gao, F.P. 2017. Bearing capacity of spudcan foundations in a spatially varying clayey seabed. Ocean Engineering, 143: 97-105. (SCI)69. Li, L., Li, J.H., Huang, J.S., Liu H., Cassidy, M.J. 2017. The bearing capacity of spudcan foundations under combined loading in spatially variable soils. Engineering Geology, 227: 139-148. (SCI)68. Li, J.H., Lu, Z., Guo, L.B., Zhang, L.M. 2017. Experimental study on soil-water characteristic curve for silty clay with desiccation cracks. Engineering Geology, 218: 70-76. (SCI)67. Song, L., Li, J.H., Zhou,T., Fredlund, D.G. 2017. Experimental study on unsaturated hydraulic properties of vegetated soil. Ecological Engineering, 103: 207-216. (SCI)66. Cheng, Y., Zhang, L.L., Li, J.H., Zhang, L.M., Wang, J.H., and Wang, D.Y. 2017. Consolidation in spatially random unsaturated soils based on coupled flow-deformation simulation. International Journal for Numerical and Analytical Methods in Geomechanics, 41: 682-706. DOI: 10.1002/nag.2572 (SCI)65. Garg, A., Li, J.H., Hou, J., Berretta, C., Garg, A. 2017. A new computational approach for estimation of wilting point for green infrastructure. Measurement, 111: 351-358. (SCI)64. Abid, A., Lyamin, A.V., Huang, J., Li, J.H., Cassidy, M.J., Sloan, S.W. 2017. Probabilistic stability assessment using adaptive limit analysis and random fields, Acta Geotechnica, 12: 937-948. DOI 10.1007/s11440-016-0505-1. (SCI)63. Li, J.H., Zhou, Y., Zhang, L.L., Tian, Y., Cassidy, M.J., Zhang, L.M. 2016. Random finite element method for spudcan foundations in spatially variable soils. Engineering Geology. 205: 146-155. http://dx.doi.org/10.1016/j.enggeo.2015.12.019. (SCI)62. Li, X.Y., Zhang, L.M., Li, J.H. 2016. Using Conditioned Random Field to Characterize the Variability of Geologic Profiles. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 04015096. DOI: 10.1061/(ASCE)GT.1943-5606.0001428. (SCI)61. Li, J.H., Li, L., Chen, R. and Li, D.Q. 2016. Cracking and preferential flow through landfill clay liners. Engineering Geology.206:33-41. (SCI)60. Gao, F.P. Wang, N., Li, J.H., Han, X.T. 2016. Pipe-soil interaction model for current-induced pipeline instability on a sloping sandy seabed. Canadian Geotechnical Journal, 53: 1822-1830. (SCI)59. H. Vardhan, A. Garg, J. Li, A. Garg, 2016. Measurement of Stress Dependent Permeability of Unsaturated Clay, Measurement, doi: http://dx.doi.org/10.1016/j.measurement.2016.05.062 (SCI)58. L.L. Zhang, Y. Cheng, J.H. Li, X.L. Zhou, D.S. Jeng, X.Y. Peng, 2016,Wave-induced oscillatory response in a randomly heterogeneous porous seabed, Ocean Engineering, 111, 116-127.(SCI)57. B. Yuan,R. Chen,J.H. Li,Y. Wang,W. Chen,2016,A hydraulic gradient similitude testing system for studying the responses of a laterally loaded pile and soil deformation,Environmental Earth Sciences,75: 97.(SCI)56. Li, J. H., Cassidy, M., Tian, Y.H. 2015. Failure mechanism and bearing capacity of footingsburied at various depths in spatially random soil. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 141(2): 04014099. (SCI)55. Gao, F.P., Li, J.H., Qi, W.G., Hu, C. 2015. On the instability of offshore foundations: theory and mechanism. SCIENCE CHINA (Physics, Mechanics & Astronomy), 58(12): 124702. (SCI)54. Dian-Qing Li, Lei Zhang, Xiao-Song Tang, Wei Zhou, Jin-Hui Li, Chuang-Bing Zhou, Kok-Kwang Phoon. 2015. Bivariate distribution of shear strength parameters using copulas and its impact on geotechnical system reliability. Computers and Geotechnics, 68, 184-195. (SCI)53. Li, J. H., MJ Cassidy, Y Tian, J Huang, AV Lyamin, M Uzielli. 2015. Buried footings in random soils: comparison of limit analysis and finite element analysis. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 1-11.52. R Chen, J Liu, JH Li, CWW Ng. 2015. An Integrated High-Capacity Tensiometer for Measuring Water Retention Curves Continuously. Soil Science Society of America Journal. 79(3): 943-947. (SCI)51. Cassidy, M., Li, J.H., Lacasse, S., Zhang, Y., Uzielli, M. 2015. Advances in the analysis of spudcan behaviour. The 3rd International Symposium on Frontiers in Offshore Geotechnics (ISFOG 2015), 183-212 (Keynote)50. Li, X., Li, J.H., Zhang, L.M. 2014. Predicting bimodal soil-water characteristic curves and permeability functions using physically based parameters. Computers and Geotechnics, 57: 85-96. (SCI) 49. Abid Ali, J. Huang, A. Lyamin, S. Sloan, D. Griffiths, M. Cassidy, J.H. Li, 2014. Simplified quantitative risk assessment of rainfall-induced landslides modelled by inifinit slopes. Engineering Geology 179 : 102-116. (SCI)48. Li, J.H., Huang, J., Cassidy, M., Kelly, R. 2014. Spatial variability of the soil at the Ballina NationalField Test Facility. Australian Geomechnics Journal, 49(4), 41-48. (SCI)47.Wang,Y., Li,J.H., Zhang,L.M., Li,X., Cai,C.Z. 2013. Measuring water retention curve for rough joints with random apertures. Geotechnical Testing Journal, 36(6): 1-10. doi:10.1520/GTJ20130002. (SCI)46.Su, D., Li, J.H. 2013. Three-dimensional finite element study of a single pile response to multidirectional lateral loadings incorporating the simplified state-dependent dilatancy model, Computers and Geotechnics, 50: 129-142. (SCI)45.Li, J.H., Du, L., Chen, R. +, and Zhang, L.M. 2013. Numerical investigation of the performance of covers with capillary barrier effects in South China. Computers and Geotechnics, 48:304-315. (SCI) 44. Li, J.H., Zhang, L.M. and Li, X. 2011. Soil-water characteristic curve and permeability function for unsaturated cracked soil. Canadian Geotechnical Journal, 48(7): 1010-1031. (SCI)43. Li, J.H., and Zhang, L.M. 2011. Connectivity of a network of random discontinuities. Computers and Geotechnics, 38: 217-226. (SCI)42. Li, J. H., Zhang, L.M., and Kwong, C.P. 2011. Field permeability at shallow depth in a compacted fill. Geotechnical Engineering, ICE Proceedings, 164(GE3): 211-221. (SCI)41. Li, J.H., and Zhang, L.M. 2011. Study of desiccation crack initiation and development at ground surface. Engineering Geology, 123: 347-358. (SCI)40. Li, J.H., and Zhang, L.M. 2010. Geometric parameters and REV of a crack network in soil. Computers and Geotechnics, 37: 466-475. (SCI)39.Chen R. Li, Z.H. and Li, J.H. 2010. Discussion of “Wetting front advancing column test for measuring unsaturated hydraulic conductivity”. Canadian Geotechnical Journal, 47:1159-1161. (SCI)38. Li, J.H., Zhang, L.M., Wang, Y., and Fredlund, D.G. 2009. Permeability tensor and representative elementary volume of saturated cracked soil. Canadian Geotechnical Journal, 46: 928-942. (SCI)37. Li, X., Zhang, L.M., and Li, J.H. 2009. Measuring SWCCs for gravel soils at very low suctions. Geotechnical Testing Journal, 32(6): GTJ102201. (SCI)36. Li,J.H.,Lu,Z.,Guo,L.B.,Zhang,L.M. 2017. Experimental study on soil-water characteristic curve for silty clay with desiccation cracks. Engineering Geology, 218: 70-76 (SCI)35. 陈晋龙,李锦辉,程鹏,宋磊,周腾. 植被作用下土质覆盖层渗透特性的现场试验. 岩土力学,39(1):222-228.34. 程鹏,李锦辉,宋磊. 2017. 生态边坡的水力和力学特性分析:试验研究. 岩土工程学报,39(10): 1901-1907. http://www.cnki.net/kcms/detail/32.1124.TU.20161220.1544.006.html33. 宋磊,李锦辉,李典庆. 2017. 裂隙-黏土间水量交换率试验研究. 哈尔滨工业大学学报,49(8):146-151.32. Li, L., Cheng, X.C., and Li, J.H. 2016. Effect of element size on the failure of a strip footing. 6th Asian-Pacific Symposium on Structural Reliability and its Application (APSSRA 2016), 28-30 May, 2016, Shanghai, China, H.W. Huang, J.Li, J. Zhang and J.B. Chen (editors), pp.341-346.31. 宣腾,李锦辉,李典庆,宋磊. 2016. 基于普通克里金法的勘探位置优化算法. 武汉大学学报(工学版), 49(5):714-719,739.30. Li, J.H., Guo, L.B., Zhang, L.M. 2013. Prediction of SWCC for unsaturated cracked soil considering development process of cracks. Chinese Journal of Rock Mechanics and Engineering, 32(6): 1288-1296 (in Chinese).29.Li, J. H., Cai, C.Z. 2012. Study of saturated/unsaturated hydraulic conductivity of a random crack. Rock and Soil Mechanics, 133(9): 2595-2599. (in Chinese)28.Su, D. +, Yuan, S.Q., and Li, J.H. 2011. Numerical study on response of a single pile under unidirectional and multidirectional horizontal loadings. Journal of Shenzhen University Science and Engineering. 28(5): 389-394. (in Chinese) 27.Zhao, X.M. Li, J.H. 2012. Real-time probability analysis of rainfall-induced landslide. Chinese Journal of Underground Space and Engineering, 8(s2): 1690-1694.26.Li, J.H., Zhang, L.M.*, Lei, W.D. 2011. Permeability tensor and representative elementary volume for cracked soil. Northwestern Seismological Journal,33(Supp.): 48-51. (in Chinese)25.Li Jinhui, Wang Yuan*, Hu Qiang. 2006. Probability analysis of seepage failure of embankments based on stochastic finite element method. Roch and Soil Mechanics, 27(10): 1847-1850. (in Chinese)24.Li Jinhui, Wang Yuan*, Hu Qiang. 2006. Random variational principle and finite element method in 3-D steady seepage. Engineering Mechanics, 23(6): 21-24. (in Chinese)23. Li Jinhui, Liu Ning, Hu Qiang. 2004. Review of life cycle cost and its application in civil engineering. Industrial Construction, 34(370): 589-592. (in Chinese)22.Hu Qiang, Liu Ning, Li Jinhui. 2004. A new method of structural reliability analysis and its application. Chinese Journal of Geotechnical Engineering, 25(4): 632-636. (in Chinese)21.Hu Qiang, Liu Ning, Li Jinhui. 2004. Interference-energy method and its application to sability evaluation of foundation pits. Advances in Science and Technology of Water Resources, 24(3): 27-30. (in Chinese)20.Hu Qiang, Liu Ning, Li Jinhui. 2003. Over-deformation method and its application in deep excavation. Geotechnical Engineering Technique, 3: 167-170. (in Chinese)19. Cai, Yongmin, Li, Jinhui, Li, Xueyou, Zhang, Limin. 2017. Three-dimensional random field conditioned by borehole data. 12th International Conference on Structural Safety and Reliability, Vienna, Austia, 6-40 August 2017. pp. 2346-2354.18. Luo Wuzhang, Xuan Teng, Li Jinhui. 2017. Estimating anisotropic soil properties using Bayesian Kriging. Geo-risk 2017, Geotechnical Special Publication 284: 370-381.17. Yang Fuming, Li Jinhui, Cassidy, M.J., Hu P. 2017. Probabilistic punch-through distance for a spudcan penetrating sand-over-clay. Geo-risk 2017, Geotechnical Special Publication 285: 569-577.16. Jinhui LI, Yinghui TIAN, and Mark J. CASSIDY. 2015. Effect of Spatial Variability on Buried Footings. 5th International Symposium for Geotechnical Safety and Risk (ISGSR2015), 810-815.15. Li, J.H., Uzielli, M., Cassidy, M. 2015. Uncertainty-based characterization of piezocone and T-bar data for the Laminaria offshore site. Proceedings of the Third International Symposium on Frontiers in Offshore Geotechnics, Oslo, Norway, 1381-1387.14.Li, J.H., Cassidy, M.J., Tian, Y., Huang, J., Lyamin, A.V., Uzielli, M. 2014. Comparative study of bearing capacity of buried footings using random limit analysis and random finite element method. The 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Kyoto, 1301-1305. 13. Huang, J., Ali, A., Lyamin, A.V., Sloan, S.W., Griffiths, D.V., Cassidy, M.J., Li, J. H. 2014. The influence of spatial variability of soil permeability on the risk of rainfall induced landslides. The 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Kyoto, 1259-1264.12.Li, J.H., Zhang, L.M., and Zhao, Y. 2013. Characterization of three-dimensional random crack network in soil using CT test. Proc. 4nd International Symposium on Geotechnical Safety and Risk, Hongkong, 133-138.11.Li, J. H., Guo, L.B., and Cai, C.Z. 2012. Influence of water content and soil type on soil cracking. The 2012 World Congress on Advances in Civil, Environmental, and Materials Research (ACEM’ 12), Seoul, Korea, August 26-30, 2012: 1543-155310.Li, J. H., Wang, Z. F., and Zhang, L. M.* 2011. Spatial variability of aperture in a rough-walled crack in surface soil. Georisk-2011, Geotechnical Risk Assessment and Management, Geotechnical Special Publication No. 224, Reston, ASCE, USA, p. 287-294.9.Wang, Z.F., Li. J.H., and Zhang, L.M.* 2011. Influence of cracks on the stability of a cracked soil slope. Unsaturated soils: Theory and practice 2011: 721-727.8.Zhang, Y.L., Chen, R., Li, J.H. and Xu. J. 2011. Evaluating the accuracy of unsaturated hydraulic conductivity determined by instantaneous profile method. Unsaturated soils: Theory and practice 2011: 403-407.7.Li, J.H., and Zhang, L.M. 2009. Formation and repeatability of crack network in soil. Proc. 17th International Conference on Soil Mechanics and Geotechnical Engineering, 2009. Alexandria, Egypt, IOS Press, doi:10.3233/978-1-60750-031-5-997, 997-1000.6. Zhang Limin,Li Jinhui,Fredlund D.G.,Hydraulic conductivity function for unsaturated cracked soil,17th International Conference on Soil Mechanics and Geotechnical Engineering,993-999,Alexandria,2009.10.5-2009.10.95.Li, J.H., and Zhang, L.M.* 2009. Field characterization of patterns of random crack networks on vertical and horizontal soil surfaces. Proc. 2nd International Symposium on Geotechnical Safety and Risk, Gifu, Japan, Taylor & Francis Group, London, 419-424.4.Li, J.H., Zhang, L.M.*, and Fredlund, D.G. 2007. Water flow through random crack network in saturated soil. Geotechnical Special Publication, Denver, 170: 205-214. ASCE.3. 苏栋,赵鹏,高翔,李锦辉,考虑泊松效应影响的弹塑性荷载传递模型,岩土力学,2015,(10):2799-2803。2. 高志尧,赵鹏,齐明柱,李锦辉,苏栋,砂土中群桩的压拔加载试验研究,岩土力学,2015,(S2):419-423。1. 苏栋,李靖,李锦辉,循环荷载下密砂孔压发展的试验研究,地震工程与工程振动,2015,(01):38-43。英文专著Zhang, L.L., Li, J.H., Li, X., Zhang, J., Zhu, H. 2016. Rainfall-induced soil slope failure. CRC Press, Taylor & Francis Group, FL, U.S.A.教材Li, J.H., Chen, R. English for Civil Engineering, 2012 Tongji University Press.会议论文及发表演说(1 ) Li, J.h. 2016. Probabilistic identification of soil stratification. International Symposium on Marine Engineering Geology, Qingdao. (大会邀请报告)(2) 李锦辉. 2016. 海洋自升式平台基础的风险与控制. 全国青年工程风险分析和控制研讨会,上海 (大会报告)(3) Cassidy, M., Li, J.H., Lacasse, S., Zhang, Y., Uzielli, M. 2015. Advances in the analysis of spudcan behaviour. The 3rd International Symposium on Frontiers in Offshore Geotechnics (ISFOG 2015), Oslo, Norway (大会报告)(4)Li, J.H., Zhang, L.M., and Zhao, Y. 2013. Characterization of three-dimensional random crack network in soil using CT test. Proc. 4nd International Symposium on Geotechnical Safety and Risk, Hongkong (专题报告)(5)Li, J. H.*, Guo, L.B., and Cai, C.Z. Influence of water content and soil type on soil cracking. The 2012 World Congress on Advances in Civil, Environmental, and Materials Research (ACEM’ 12), Seoul, Korea, August 26-30, 2012: 1543-1553. 2012. 专题报告.(6)Li, J. H.*, Wang, Z. F., and Zhang, L. M. Spatial variability of aperture in a rough-walled crack in surface soil. Georisk-2011, Geotechnical Risk Assessment and Management, Geotechnical Special Publication No. 224, Reston, ASCE, USA, p. 287-294. 2011. (EI)(7)Wang, Z.F., Li. J.H.*, and Zhang, L.M. Influence of cracks on the stability of a cracked soil slope. Unsaturated soils: Theory and practice, Thailand, 2011: 721-727. 2011. 专题报告.(8)Li, J.H.*, and Zhang, L.M. Formation and repeatability of crack network in soil. Proc. 17th International Conference on Soil Mechanics and Geotechnical Engineering, 2009. Alexandria, Egypt, IOS Press, doi:10.3233/978-1-60750-031-5-997, 997-1000. 2009. 专题报告.(9)Li, J.H.*, and Zhang, L.M. Field characterization of patterns of random crack networks on vertical and horizontal soil surfaces. Proc. 2nd International Symposium on Geotechnical Safety and Risk, Gifu, Japan, Taylor & Francis Group, London, 419-424. 2009. 专题报告.编委 国际期刊《GEORISK》秘书 国际岩土安全协会(GEOSNet)委员 国际工程地质与环境协会IAEG海洋工程地质专业技术委员会通讯委员 国际土力学和岩土工程学会ISSMGE 工程风险评估与管理技术委员会审稿人 Géotechnique、Engineering Geology、Journal of Geotechnical and Geoenvironmental Engineering (ASCE)、 Canadian Geotechnical Journal、 Computers and Geotechnics、 Soils and Foundations标签: 哈尔滨工业大学(深圳) 土木与环境工程学院
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