个人简历

赵炼恒，
男，1980年7月生，工学博士，博士后
先后主持和参与863，国家自然科学基金项目（高铁联合基金、面上基金、青年基金、主任基金），中国博士后基金项目（特别资助、面上资助），交通部西部交通科技项目，贵州省、湖南省、海南省交通运输厅科技项目，海南省、贵州省、湖南省科学技术厅科学研究项目，湖南省教育厅科学研究项目等40余项。
先后获得湖南省科技进步一等奖2项（排名第一、第七）、中国公路学会科学技术二等奖1项（排名第三）、湖南省优秀博士学位论文奖、茅以升铁路教育专项科研奖；
入选中南大学首批“531人才计划”、中南大学“创新驱动计划”人才计划、中南大学“升华育英人才计划”。
入选“湖南省普通高校青年骨干教师培养对象”。
出版著作2本。
在《Landslides》,《International Journal of Rock Mechanics and Mining Sciences》，《Computers and Geotechnics》,《Canadian Geotechnical Journal》,《Soil and Foundations》,《International Journal of Geomechanics, ASCE》,《Soil Dynamics and Earthquake Engineering》,《Tunnelling and Underground Space Technology》, 《Granular Matter》, 《Journal of Mountain Science》, 《Acta Geotechnica》, 《KSCE Journal of Civil Engineering》,《Geomechanics and engineering》,《Journal of Central South University》,《岩石力学与工程学报》,《岩土工程学报》,《岩土力学》,《铁道学报》,《工程力学》,《中国公路学报》等国内外行业知名学术期刊发表学术论文140余篇，其中110余篇被SCI、EI收录。
申请发明、实用新型及软件著作权18项。
招生意向：欢迎为人诚恳踏实，学习勤奋，积极上进，有志于科学研究，对岩土构筑物稳定性非线性能耗分析理论与应用、艰险复杂区域路基边坡修筑与加固技术、复杂环境下路基病害机理分析与快速修复技术有兴趣的博士后、博士、硕士研究生加入，同样欢迎有志于进一步深造的优秀本科生参与或申请大学生创新、创业项目！
教育经历
[1] 2006.9-2009.12
中南大学 | 道路与铁道工程 | 工学博士学位 | 博士研究生毕业
[2] 2004.9-2006.6
中南大学 工学硕士 | 硕士研究生
[3] 1999.9-2003.6
中南大学 工学学士 | 本科
工作经历
[1] 2016.9-2018.7
中南大学土木工程学院 | 道路工程系 | 教授(破格) | 教师
[2] 2013.9-2016.8
中南大学土木工程学院 | 道路工程系 | 副教授 | 教师
[3] 2010.10-2013.10
中南大学土木工程学院 | School of Civil Engineering | Postdoctoral Researcher | 博士后
[4] 2010.3-2013.8
中南大学土木工程学院 | 道路工程系 | 讲师 | 教师
科研项目
[1]极限荷载下平顶楔体破坏机理的非线性能耗分析方法与试验研究,国家自然科学基金,赵炼恒
[2]山区高速公路高陡挖方路堑渐进性滑坡灾害监测与预警技术研究,黔科合支撑
[3]公路路基边坡病害快速勘察与整治关键技术研究,贵州省质安科技项目
[4]PPP高速公路项目中路基边坡生命周期内建-养-管关键技术研究,贵州省交通运输厅
[5]山区鸡爪沟区段浸水超高填方路基三维变形与稳定控制关键技术研究,贵州省交通运输厅
[6]斜坡堆积体区段桥梁桩基受力特性与安全施工控制关键技术研究,贵州省交通运输厅
[7]通用非线性破坏准则下浅埋地基极限承载力能耗分析方法研究,湖南省教育厅、财政厅
[8]能耗分析方法在边坡失稳机理分析与加固设计中的应用研究
[9]艰险山区复杂堆积体边坡非线性失稳机理分析与整治关键技术研究,湖南省科学技术厅
[10]基于失稳状态耗能最小原理的边坡失稳与加固设计方法研究及应用,国家自然科学基金
获奖信息
[1]“茅以升铁路教育专项奖——科研奖”
[2]湖南省科学技术进步一等奖,赵炼恒
[3]湖南省优秀博士学位论文,赵炼恒
[4]中国公路学会科学技术二等奖, 赵炼恒..., 罗斌,谭捍华
[5]湖南省科学技术进步一等奖,彭立; 李亮; 邹金锋; 胡惠华; 杨小礼; 黄向京; 赵炼恒...

研究领域

[1] 研究兴趣： 1)、岩土构筑物稳定性非线性极限分析理论与应用； 2)、路基与边坡工程； 3)、岩土与地下工程； 4)、地基处理与支挡结构。
[2] 具体近期研究工作包括： 1)、艰险复杂区域路基边坡修筑与加固技术 2)、复杂环境下路基病害机理分析与快速修复技术 3)、岩土构筑物稳定性非线性极限分析理论与应用 4)、岩土散粒体材料多尺度建模与力学特性分析 5)、岩土构筑物稳定性可靠度分析方法与应用""

近期论文

[1]Rui Zhang, Liang Li, Zhao Lian-heng(赵炼恒), Gaopeng Tang..An Adaptive Remeshing Procedure for Discontinuous Finite Element Limit Analysis.[J]:International Journal for Numerical Methods in Eng
[2]Zhao Lian-heng(赵炼恒), Zou shi, Deng Dong-ping, Han Zheng, Zhao Biao..Development mechanism and parameter inversion analysis for landslides: a case study of the landslide at Xinlu Village, Chongqing, China.[J]:Landslides
[3]YANG Feng, Zheng Xiang-cou, Zhao Lian-heng(赵炼恒), Tan Yi-gao..Upper bound analysis of the effect of footing roughness on Nγ and the failure mechanism of a strip footing.[J]:Iranian Journal of Science and Technology，Transact
[4]Zhao Lian-heng(赵炼恒) , Huang Shan, Zhang Rui, Zuo Shi..Stability Analysis of Irregular Cavity using Finite Element Upper Bound Limit Analysis Method.[J]:Computers and Geotechnics
[5]Zhao Lian-heng(赵炼恒), Tang Yi-Gao, Nie Zhihong, et al..Variation Analysis of Ultimate Pullout Capacity of Shallow Horizontal Strip Anchor Plate with 2-layer Overlying Soil Based on Nonlinear M-C Failure Criterion.[J]:Journal of Central South University
[6]Zhao Lian-heng(赵炼恒), Yi-Gao Tang, Shi-Hong Hu, et al..Upper Bound Analysis of the Ultimate Pullout Capacity of Shallow 3-D Circular Plate Anchors Based on the Nonlinear Mohr-Coulomb Failure Criterion.[J]:Journal of Central South University
[7]Zhao Lianheng(赵炼恒), Zhang Shuaihao, Huang Dongliang, Zuo Shi, Li Dejian..Quantitative Characterization of Joint Roughness based on Semivariogram Parameters.[J]:International Journal of Rock Mechanics and Mining
[8]Zhao Lian-heng(赵炼恒), Yang XinPing, Huang Fu, et al..Variational analysis of the ultimate pullout capacity of shallow circular anchor plates in rock foundations based on the Hoek-Brown failure criterion.[J]:International Journal of Rock Mechanics and Mining
[9]Zhao Lian-heng(赵炼恒), Cheng Xiao, Li Liang, Chen Jia-qi, Zhang Yingbin..Reply to the discussion by Ukritchon and Keawsawasvong on“Seismic displacement along a log-spiral failure surface with crack using rock Hoek–Brown failure criterion”.[J]:Soil Dynamics and Earthquake Engineering
[10]Deng Dong-ping, Li Liang, Zhao Lian-heng(赵炼恒).Closure to “Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Anti-slide Micropile Parameters” by Dong-ping Deng, Liang Li, and Lian-heng Zhao.[J]:International Journal of Geomechanics
[11]Zhi-Chen Song, Lian-Heng Zhao(赵炼恒)*, Liang Li, Xiao Cheng, Yingbin Zhang, Gaopeng Tang..Distinct Element Modelling of a Landslide Triggered by the 5.12 Wenchuan Earthquake: A Case Study.[J]:Geotechnical and Geological Engineering
[12]Zhao Lian-heng(赵炼恒) **, Xiao Cheng, Liang Li, Jia-qi CHEN*, Yingbin Zhang..Reply to the discussion by Utili and Abd on “Seismic displacement along a log-spiral failure surface with crack using rock Hoek–Brown failure criterion”.[J]:oil Dynamics and Earthquake Engineering
[13]Zhao Lian-heng(赵炼恒),ZUO Shi, LIN Yu-Liang*, LI Liang, ZHANG Ying-Bin..Reliability Back Analysis of Shear Strength Parameters of Landslide with Three-Dimensional Upper Bound Limit Analysis Theory.[J]:Landslides
[14]Zhao Lian-heng(赵炼恒), Feng Yang*, Yingbin Zhang, Hancheng Dan, Weizheng Liu..Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion.[J]:Computers and Geotechnics
[15]Zhao Lian-heng(赵炼恒), Feng Yang*, Han-Cheng Dan..The influence of horizontal confinement on the bearing capacity factor Nγ of smooth strip footings.[J]:Computers and Geotechnics
[16]Zhao Lian-heng(赵炼恒), Li, L.; Yang, F.; Liu, X..Joined Influences of Nonlinearity and Dilation on the Ultimate Pullout Capacity of Horizontal Shallow Plate Anchors by Energy Dissipation Method.[J]:International Journal of Geomechanics, ASCE
[17]Zhao Lian-heng(赵炼恒), Cao Jingyuan, Zhang Yinbin*, Huang Fu..Effect of hydraulic distribution form on the stability of a plane slide rock slope under the nonlinear Barton-Bandis failure criterion.[J]:Geomechanics and engineering,8(3):391-414
[18]Zhao Lian-heng(赵炼恒), Cheng Xiao, Zhang Yingbin*, Li Liang, Li De-Jian..Stability Analysis of Seismic Slopes with Cracks.[J]:Computers and Geotechnics(77):77-90
[19]Zhao Lian-heng(赵炼恒)**, Zuo Shi, LIN Yu-Liang*, LI Liang..System reliability analysis for plane slide rock slope with Barton-Bandis failure criterion.[J]:International journal of rock mechanics and mining,88:1–11
[20]Zhao Lian-heng(赵炼恒)*, DeJian Li, Liang Li,Yang Feng**, Xiao Cheng, Wei Luo..Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face.[J]:Computers and Geotechnics,87:32-48
[21]Zhao Lian-Heng (赵炼恒)**, Cheng Xiao, Dan Han-Cheng *, Tan Zu-Ping, Zhang Ying-Bin..Effect of vertical earthquake component on the permanent seismic displacement of soil slopes based on the nonlinear Mohr-Coulomb failure criterion.[J]:Soil and foundations,57(2):237-251
[22]Zhao Lian-Heng(赵炼恒)**, Xia Peng, Xie Rong-Fu, Li liang, Zhang Ying-Bin*, Xiao Cheng..Stability analysis of homogeneous slopes with benches.[J]:Geomechanics and Engineering,13(3):517-533
[23]Zhao Lian-heng(赵炼恒)**, Xiao Cheng, Liang Li, Jia-qi CHEN*, Yingbin Zhang..Displacement of Rock Slopes with Cracks Based on the Hoek-Brown Failure Criterion.[J]:Soil Dynamics and Earthquake Engineering,99:74-85
[24]Zhao Lian-heng(赵炼恒), Li Liang, Yang Feng, Luo Qiang, Liu Xiang..Upper bound analysis of slope stability with nonlinear failure criterion based on strength reduction technique.[J]:Journal of Central South University of Technology,17(4):836-844
[25]Zhao Lian-heng(赵炼恒), Yang Feng*..Construction of improved rigid blocks failure mechanism for ultimate bearing capacity caculation based on slip-line field theory.[J]:Journal of Central South University of Technology,20(4):1047-1057
[26]Feng Yang, Xiang-Cou Zheng, Xin-Lei Sun, Lian-Heng Zhao(赵炼恒)*..Upper bound analysis of the Nγ and failure mechanism of equally spaced multiple strip footings.[J]:International Journal of Geomechanics, ASCE
[27]Deng Dong-ping, Li Liang, Zhao Lian-heng(赵炼恒)..Limit equilibrium analysis for stability of soil nailed slope and optimum design of soil nailing parameters.[J]:Journal of Central South University
[28]Deng Dong-ping, Li Liang, Zhao Lian-heng(赵炼恒)..Limit equilibrium analysis for rock slope stability using basic Hoek–Brown strength criterion.[J]:Journal of Central South University,24(9):2154-2163
[29]Deng Dong-ping,Li Liang,Zhao Lian-heng(赵炼恒)..LEM of slope stability and calculation of comprehensive factor of safety with double strength-reduction technique.[J]:Journal of Mountain Science,14:1-14
[30]Deng Dong-ping, Li Liang, Zhao Lian-heng (赵炼恒)..Method of generation and model of calculation of arbitrary curved slip srfaces for three-dimensional convex and concave slopes.[J]:International Journal of Geomechanics,17(11):1-17
[31]Deng Dong-ping*, Li Liang, Zhao Lian-heng(赵炼恒)..LEM for Stability Analysis of 3D Slopes with General-Shaped Slip Surfaces.[J]:International Journal of Geomechanics,17(10):1-12
[32]Zhao Lian-heng(赵炼恒)**, Huang Dongliang, Han-Cheng Dan*, Shuaihao Zhang, Dejian Li..Reconstruction of Granular Railway Ballast based on Inverse Discrete Fourier Transform Method.[J]:Granular Matter,74(19):1-17
[33]Huang Fu*, Zhao Lian-Heng(赵炼恒), Zhang Sheng..Effect of surface bolt on the collapse mechanism of a shallow rectangular cavity.[J]:Geomechanics and Engineering,13(3):505-515
[34]Tang Gaopeng, Zhao Lian-heng(赵炼恒)*, Liang Li, Shi Zuo..Stability design charts for homogeneous slope under typical conditions based on double shear strength reduction technique.[J]:Arabian Journal of Geosciences
[35]Feng Yang, Xiang-Cou Zheng, Xin-Lei Sun, Lian-Heng Zhao(赵炼恒)*.Upper bound analysis of the Nγ and failure mechanism of equally spaced multiple strip footings.[J]:International Journal of Geomechanics
[36]Cheng Pan, Zhao Lian-heng(赵炼恒)*, Li Liang, Shen Zhi-qiang, Ning Peng-fei, Zhang Ze-hai, Zhang S.Water inflow forecasting for tunnel considering nonlinear variation of permeability coefficient.[J]:Journal of Central South University,24(7):1612-1618
[37]Deng Dong-ping, Zhao Lian-heng(赵炼恒), Li Liang..Limit-Equilibrium Analysis on Stability of a Reinforced Slope with a Grid Beam Anchored by Cables.[J]:International Journal of Geomechanics,17(9):1-11
[38]Tang Gaopeng, Zhao Lian-heng(赵炼恒)*, Li Liang, CHEN Jing-yu, TAN Han-hua..Combined influence of nonlinearity and dilation on slope stability evaluated by upper-bound limit analysis.[J]:Journal of Central South University,24(7):1602？1611
[39]Lin Yu-liang*, Yang Guo-lin, Yang Xiao, Zhao Lian-heng(赵炼恒)**, Shen Quan, Qiu Ming-ming..Response of gravity retaining wall with anchoring frame beam supporting a steep rock slope subjected to earthquake loading.[J]:Soil Dynamics and Earthquake Engineering,92:633-649
[40]Deng D.P., Zhao L.H. (赵炼恒), Li L..Limit equilibrium method for slope stability based on assumed stress on slip surface.[J]:Journal of Central South University,23(11):2972？2983
[41]Huang Fu, Zhao Lian-heng(赵炼恒), Ling Tong-hua, Yang Xiao-li..Rock mass collapse mechanism of concealed karst cave beneath deep tunnel.[J]:International Journal of Rock Mechanics & Mining S,89:176–184
[42]Deng Dong-ping, Li Liang, Wang Jian-feng, Zhao Lian-heng(赵炼恒)..Limit equilibrium method for rock slope stability analysis by using the Generalized Hoek–Brown criterion.[J]:International Journal of Rock Mechanics & Mining S,89:176–184
[43]Deng D.P., Zhao L.H. (赵炼恒), Li L..Limit equilibrium stability analysis of slopes under external loads.[J]:Journal of Central South University,23(9):2382？2396
[44]Deng Dong-ping, Li Liang, Zhao lian-heng(赵炼恒)..Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters.[J]:International Journal of Geomechanics,17(2):1-10
[45]Lin Yuliang, Yang Xiao, Yang Guo-lin, Li Yun, Zhao lian-heng(赵炼恒)..A closed-form solution for seismic passive earth pressure behind a retaining wall supporting cohesive–frictional backfill.[J]:Acta Geotechnica,12(2):453–461
[46]Yang Feng, Zheng Xiangcou, Zhao Lian-heng(赵炼恒)*, Tan Yi-gao..Ultimate Bearing Capacity of a Strip Footing Placed on Sand with a Rigid Basement.[J]:Computers and Geotechnics,77:115-119
[47]Feng Yang, Jian Zhang, Lianheng Zhao(赵炼恒)*, Junsheng Yang..Upper-bound finite element analysis of stability of tunnel face subjected to surcharge loading in cohesive-frictional soil.[J]:KSCE Journal of Civil Engineering
[48]Cheng Pan, Zhao Lian-heng(赵炼恒)*,Li Liang, Zou Jin-feng..Limiting drainage criterion for groundwater of mountain tunnel.[J]:Journal of Central South University of Technology,21(5):4660？4668
[49]Han-Cheng Dan, Lin-Hua He, Jin-Feng Zou, Lian-Heng Zhao(赵炼恒), Shi-Yao Bai..Laboratory study on the adhesive properties of ice to the asphalt pavement of highway.[J]:Cold Regions Science and Technology:7-13
[50]Chen Jia-qi, LI Liang, Zhao Lian-heng(赵炼恒)*, Dan Han-cheng, Yao Hui..Solution of pavement temperature field in the \
[1] 国家自然科学基金委员会评议专家；
2011计划“轨道交通安全”协同创新中心科研骨干；中南大学道路与铁道工程国家重点学科的科研骨干。
国际岩石力学学会会员，美国土木工程师协会（ASCE）会员，中国岩石力学与工程学会会员。
担任《Landslides》、《Engineering Geology》、《Canadian Geotechnical Journal》、《Environmental Earth Sciences》、《Acta Geotechnica》、《Tunnelling and Underground Space Technology》、《International Journal of Geomechanics, ASCE》、《Geomechanics and Engineering》、《Marine Georesources & Geotechnology》、《Journal of Zhejiang University-SCIENCE A》等国内外多家期刊审稿专家。