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赵炼恒
个人简介

赵炼恒

一、基本信息:

出生年月:1980年7月

最高学历:工学博士

职 称:教授,博士生导师,博士后合作导师

所在系所:道路工程系

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30余项。

先后获得湖南省科技进步一等奖、中国公路学会科学技术二等奖、湖南省优秀博士学位论文奖、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”。

电子邮箱:zlh8076@163.com,zhaolianheng@csu.edu.cn,40968981@qq.com

二、教育履历:

1999.09~2003.06 中南大学土木工程学院土木工程专业 本科

2004.09~2006.06 中南大学土木工程学院岩土工程专业 硕士

2006.09~2009.12 中南大学土木工程学院道路与铁道工程专业 博士

三、工作履历:

2016.09~至 今 中南大学土木工程学院道路工程系 教授(破格)

2015.10~至 今 中南大学土木工程学院 博士后合作导师

2014.09~至 今 中南大学土木工程学院道路工程系 博士生导师

2013.09~2016.09 中南大学土木工程学院道路工程系 副教授

2012.07~至 今 中南大学土木工程学院道路工程系 硕士生导师

2010.10~2013.10 中南大学土木工程博士后流动站 博士后

2010.03~2013.09 中南大学土木工程学院道路工程系 讲师

四、学术兼职:

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。

五、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!



1、讲授课程:《道路工程新进展》、《路基与新型支挡结构》、《路基路面工程》、《高速公路》、《土木工程测量》等。

2、毕业设计:高速铁路(公路)路基、路基新型支挡结构与防护工程、复杂环境下岩土构筑物稳定性非线性分析、岩土构筑物稳定性可靠度分析、岩土构筑物稳定性仿真和试验等。

3、创新训练平台:面向本科生的国家、湖南省和中南大学校级创新训练项目。


科研方向
_________________________________________________________________________________________

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30余项。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


学术成果
_________________________________________________________________________________________

1、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 51478477
[2]基于上限有限元运动单元法的堆积体边坡非线性失稳机理研究 国家自然科学基金 51208522
[3]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 51078359
[4]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 湖南省科学技术厅科技计划项目 2012SK3231
[5]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 贵州省交通运输厅科技项目 2012122033
[6]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、财政厅学位与研究生教育研究项目 YB2012B016
2、出版著作

在科学出版社出版著作1本。
3、科研论文

先后在《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80余篇,其中70余篇被SCI、EI收录。
[1] 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, 2016,13(4), 711-724. (DOI: 10.1007/s10346-015-0604-3) (SCI检索, EI 检索期刊)
[2] Lianheng Zhao(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, 2015, 63: 215–228. (SCI检索, EI 检索期刊)
[3] Lian-heng Zhao(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, 2014, 61: 127-131. (SCI检索, EI 检索期刊)
[4] Zhao, L.H.(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, 2011,11(3): 195-201. (SCI检索, EI 检索期刊)
[5] 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, 2015, 8(3):391-414. (SCI检索, EI 检索期刊)
[6] 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, 2010,17(4): 836-844. (SCI检索, EI 检索期刊)
[7] 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, 2013, 20(4): 1047-1057. (SCI检索, EI 检索期刊)
[8] Deng dong-ping, Zhao lian-heng(赵炼恒)*, Li liang. Limit equilibrium slope stability analysis using the nonlinear strength failure criterion [J]. Canadian Geotechnical Journal, 2015,52,1-15. (SCI检索, EI 检索期刊)
[9] Tang Gaopeng, Zhao Lian-heng(赵炼恒)*, Li Liang, YANG Feng. Stability charts of slopes under typical conditions developed by upper bound limit analysis [J]. Computers and Geotechnics, 2015, 65: 233-240. (SCI检索, EI 检索期刊)
[10] Han-Cheng Dan, Lin-Hua He, Lian-Heng Zhao(赵炼恒)*, Jia-Qi Chen. Coupled hydro-mechanical response of saturated asphalt pavement under moving traffic load[J]. International Journal of Pavement Engineering, 2015,16(2):1029-8436. (SCI检索, EI 检索期刊)
[11] Lin Yuliang, Leng Wu-ming, Yang Guo-lin, Zhao lian-heng(赵炼恒)*, Li Liang, Yang Jun-sheng. Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method[J]. Soil Dynamics and Earthquake Engineering, 2015, 70: 133-147. (SCI检索, EI 检索期刊)
[12] Feng Yang, Jian Zhang, Junsheng Yang, Lianheng Zhao(赵炼恒), Xiangcou Zheng. Stability analysis of unlined elliptical tunnel using finite element upper-bound method with rigid translatory moving elements [J]. Tunnelling and Underground Space Technology, 2015, 50:13–22. (SCI检索, EI 检索期刊)
[13] Chen Jia-qi, LI Liang, Zhao Lian-heng(赵炼恒)*, Dan Han-cheng, Yao Hui. Solution of pavement temperature field in the "Environment-Surface" system through Greens function[J]. Journal of Central South University of Technology, 2014, 21(5): 2108-2116. (SCI检索, EI 检索期刊)
[14] 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, 2014,104-105: 7-13. DOI:10.1016/j.coldregions.2014.04.002) (SCI检索, EI 检索期刊)
[15] 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, 2014, 21(5): 4660−4668. (SCI检索, EI 检索期刊)
[16] 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. 2015, 08. (DOI:10.1007/s12205-015-0067-z) (SCI检索, EI 检索期刊)
[17] 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, 2016, 77: 77-90. (DOI: 10.1016/j.compgeo.2016.04.007). (SCI检索, EI 检索期刊)
[18] 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, 2016, 77: 115-119. (SCI检索, EI 检索期刊)
[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 sciences, 2016, 88:1–11. (SCI检索, EI 检索期刊)
[20] 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, 2017, 12 (2):453–461.DOI: 10.1007/s11440-016-0472-6. (SCI检索, EI 检索期刊)
[21] 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,ASCE, 2017, 17(2): 1-10. DOI:10.1061/(ASCE)GM.1943-5622.0000722. (SCI检索, EI 检索期刊)
[22] 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,2016,23(9): 2382−2396. (DOI: 10.1007/s11771-016-3297-4) (SCI检索, EI 检索期刊)
[23] 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 Sciences, 2016, 89: 176–184. (SCI检索, EI 检索期刊)
[24] 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 Sciences, 2016, 89: 176–184. (SCI检索, EI 检索期刊)
[25] 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,2016, 23(11): 2972−2983. (SCI检索, EI 检索期刊)
[26] 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, 2017, 92: 633-649. (SCI检索, EI 检索期刊)
[27] 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, 2017, 87: 32-48. (SCI检索, EI 检索期刊)
[28] 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, 2017, 57(2): 237-251. (SCI检索, EI 检索期刊)
[29] 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, 2017, 24(7): 1602−1611. (DOI: 10.1007/s11771-017-3565-y) (SCI检索, EI 检索期刊)
[30] 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, ASCE, 2017, 17(9): 1-11. DOI: 10.1061/(ASCE)GM.1943-5622.0000964.. (SCI检索, EI 检索期刊)
[31] 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, 2016, (in Press). (SCI检索, EI 检索期刊)
[32] Deng Dong-ping, Li Liang, Zhao Lian-heng(赵炼恒). Limit equilibrium analysis for rock slope stability using the Basic H-B strength criterion[J]. Journal of Central South University, 2016, (in Press). (SCI检索, EI 检索期刊)
[33] Cheng Pan, Zhao Lian-heng(赵炼恒)*, Li Liang, Shen Zhi-qiang, Ning Peng-fei, Zhang Ze-hai, Zhang Shao-wei. Water inflow forecasting for tunnel considering nonlinear variation of permeability coefficient [J]. Journal of Central South University, 2017, 24(7): 1612-1618. (DOI: 10.1007/s11771-017-3566-x). (SCI检索, EI 检索期刊)
[34] 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, 2017, 13(3): 517-533. DOI:
https://doi.org/10.12989/gae.2017.13.3.517. (SCI检索, EI 检索期刊)
[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, ASCE(in Press). (SCI检索, EI 检索期刊)
[36] Zhao Lian-heng(赵炼恒)**, Xiao Cheng, Liang Li, Jia-qi CHEN*, Yingbin Zhang. Seismic Displacement of Rock Slopes with Cracks Based on the Hoek-Brown Failure Criterion [J]. Soil Dynamics and Earthquake Engineering,2017,99: 74-85. (SCI检索, EI 检索期刊)
[37] 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]. 2017,10:1-16 (DOI 10.1007/s12517-017-3071-4) (SCI检索, EI 检索期刊)
[38] 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, 2017, 13(3): 505-515. DOI:
https://doi.org/10.12989/gae.2017.13.3.505. (SCI检索, EI 检索期刊)
[39] 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, 2017, 74 (19):1-17. DOI 10.1007/s10035-017-0761-2. (SCI检索, EI 检索期刊)
[40] 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, ASCE, 2017, 17(10): 1-12. DOI: 10.1061/(ASCE)GM.1943-5622.0000987. (SCI检索, EI 检索期刊)
4、专利及著作权

申请发明、实用新型及软件著作权15项。



先后获得:

湖南省科技进步一等奖(2010,2016)

中国公路学会科学技术二等奖(2011)

湖南省优秀博士学位论文奖(2012)

入选中南大学 “创新驱动计划”人才计划(2016)

入选中南大学 “升华育英人才计划”(2015)

入选中南大学首批“531人才计划”(2014)。