林杭
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林杭,1980年生,从事岩土工程数值计算、三维可视化、安全管理与预防系统方面的教学与科研工作。曾留学美国科罗拉多矿业大学。入选湖南省“芙蓉学者奖励计划。曾担任国际期刊Front Earth Sci专题副主编、Adv Civ Eng专题主编。发表论文100余篇,2篇入选ESI 热点论文,11篇入选ESI前1%高被引论文,4篇入选领跑者F5000-中国精品科技期刊顶尖学术论文。主编学术专著2部,副主编专业系列教材1本。获全国徐芝纶力学优秀教师奖,矿业、石油及安全工程领域优秀青年科技人才奖,中国岩石力学学会科技进步一等奖,湖南省自然科学二等奖,中国岩石力学与工程学会自然科学二等奖,湖南省优秀硕士学位论文指导教师。主持国家自然科学基金3项、湖南省自然科学基金2项、教育部博士点基金1项。教育经历[1] 2008.11-2009.12 美国科罗拉多矿业大学 | 土木工程 联合培养博士 [2] 2006.9-2009.12 中南大学 | 土木工程 | 博士学位 | 博士研究生毕业 [3] 2003.9-2006.6 中南大学 | 力学 | 硕士学位 | 研究生(硕士)毕业 [4] 1999.9-2003.6 中南大学 | 土木工程 | 学士学位 | 大学本科毕业 工作经历[1] 2017.10-至今 中南大学 | 教授 [2] 2012.10-2017.9 中南大学 | 副教授 [3] 2010.4-2012.9 中南大学 | 讲师 科研项目 [1]国家自然科学基金面上项目(51774322):循环冻融作用下非贯通结构面抗剪阻力劣化机理与演化规律研究,2018.01-2021.12.[2]国家自然科学基金资助项目(51474249):基于粗糙度特征和强度特性的砂浆—岩石界面剪切破坏机理研究,2015.01-2018.12.[3]国家自然科学基金资助项目(51304240):软岩表面硬度与抗压强度关联可靠性及内在机理研究,2014.01-2016.12.著作成果 [1]FLAC3D在岩土工程中的应用[专著].孙书伟,任连伟,林杭,水利水电出版社,2020[2]边坡稳定性强度折减数值分析方法与应用[专著].林杭,曹平,科学出版社,2020研究领域
[1] 岩土工程数值计算、三维可视化、安全管理与预防系统?""近期论文
[1]Yifan Chen, Hang Lin*, Rihong Cao, Chunyang Zhang,.Slope stability analysis considering different contributions of shear strength parameters:International Journal of Geomechanics,2020[2]Hang Lin, Daxing Lei, Chunshun Zhang*, Yixian Wang, Yanlin Zhao,.Deterioration of non-persistent rock joints: a focus on impact of freeze–thaw cycles:International Journal of Rock Mechanics and Mining Sciences,2020[3]Chen Y, Lin H*, Wang Y, Cao R, Zhang C, Zhao Y,.Modified double-reduction method considering strain softening and equivalent influence angle:KSCE J Civ Eng,2020[4]Cao R-h, Wang C, Yao R, Hu T, Lei D, Lin H*,.Effects of Cyclic Freeze-thaw Treatments on the Fracture Characteristics of Sandstone under Different Fracture Modes: Laboratory Testing:Theoretical and Applied Fracture Mechanics,2020[5]Xie S, Lin H*, Wang Y, Cao R, Yong R, Du S,.Nonlinear shear constitutive model for peak shear-type joints based on improved Harris damage function:Archives of Civil and Mechanical Engineering,2020[6]Lin H, Lei D, Yong R, Jiang C, Du S,.Analytical and numerical analysis for frost heaving stress distribution within rock joints under freezing and thawing cycles:Environmental Earth Sciences,2020[7]Lin Q, Cao P, Cao R, Lin H, Meng J,.Mechanical behavior around double circular openings in a jointed rock mass under uniaxial compression:Archives of Civil and Mechanical Engineering,2020[8]Zhang C, Zou P, Wang Y, Jiang T, Lin H, Cao P,.An elasto-visco-plastic model based on stress functions for deformation and damage of water-saturated rocks during the freeze-thaw process:Construction and Building Materials,2020[9]Wang Y, Zhang H, Lin H, Zhao Y, Li X, Liu Y,.Mechanical behavior and failure analysis of fracture-filled gneissic granite:Theoretical and Applied Fracture Mechanics,2020[10]Xie S, Lin H, Chen Y, Wang Y, Cao R, Li J,.Statistical damage shear constitutive model of rock joints under seepage pressure:Frontiers in Earth Science,2020,2020[11]Wang Y, Zhang H, Lin H*, Zhao Y*, Liu Y,.Fracture Behaviour of Central-flawed Rock Plate under Uniaxial Compression:Theoretical and Applied Fracture Mechanics,2020:102503[12]Shijie Xie, Hang Lin, Yixian Wang, Yifan Chen, Wei Xiong, Yanlin Zhao, Shigui Du,.A statistical damage constitutive model considering whole joint shear deformation:International Journal of Damage Mechanics,2020:1056789519900778[13]Chunyang Zhang, Hang Lin, Caimou Qiu, Tingting Jiang, Jianhua Zhang,.The effect of cross-section shape on deformation, damage and failure of rock-like materials under uniaxial compression from both a macro and micro viewpoint:International Journal of Damage Mechanics,2020:1056789520904119[14]Hang Lin, Daxing Lei, Rui Yong, Chong Jiang, Shigui Du,.Analytical and numerical analysis for frost heaving stress distribution within rock joints under freezing and thawing cycles:Environmental Earth Sciences,79:305[15]Wang Y, Zhang H, Lin H*, Zhao Y*, Li X, Liu Y,.Mechanical behavior and failure analysis of fracture-filled gneissic granite:Theoretical and Applied Fracture Mechanics,2020:102674[16]Shijie Xie, Hang Lin,Yifan Chen, Rui Yong, Wei Xiong, Shigui Du.A damage constitutive model for shear behavior of joints based on determination of the yield point:International Journal of Rock Mechanics and Mining Sciences,2020,128:104269[17]Hang Lin, Xing Zhang, Rihong Cao, Zhijie Wen,.Improved nonlinear Burgers shear creep model based on the time-dependent shear strength for rock:Environmental Earth Sciences,2020,79:149[1] 湖南省力学学会常务理事湖南省安全生产专家委员会专家湖南省岩石力学与工程学会理事中国土木工程学会工程风险与保险分会-青年工作委员会委员 相关热点
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