教授
博士生导师
硕士生导师
入职时间:2010-03-05
所在单位:土木工程学院
职务:道路工程系主任
学历:博士研究生毕业
办公地点:中南大学铁道校区第二综合实验楼
性别:男
联系方式:QQ:40968981
学位:博士学位
在职信息:在职
主要任职:湖南省岩石力学与工程学会副理事长
毕业院校:中南大学
学科:土木工程
交通运输工程
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[1]Laboratory study on the adhesive properties of ice to the asphalt pavement of highway[J].Cold Regions Science and Technology: 7-13.
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[2]Stability analysis of homogeneous slopes with benches[J].Geomechanics and Engineering, 13 (3) : 517-533.
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[3]The influence of horizontal confinement on the bearing capacity factor Nγ of smooth strip footings[J].Computers and Geotechnics
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[4]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.
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[5]Limiting drainage criterion for groundwater of mountain tunnel[J].Journal of Central South University of Technology, 21 (5) : 4660-4668.
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[6]Coupled hydro-mechanical response of saturated asphalt pavement under moving traffic load[J].International Journal of Pavement Engineering, 16 (2) : 1029-8436.
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[7]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.
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[8]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
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[9]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
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[10]基于失稳模量理论的降雨条件下非饱和土边坡流滑与滑移失稳机理研究[EI检索期刊].湖南大学学报
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[11]Effect of surface bolt on the collapse mechanism of a shallow rectangular cavity[J].Geomechanics and Engineering, 13 (3) : 505-515.
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[12]Stability Analysis of Irregular Cavity using Finite Element Upper Bound Limit Analysis Method[J].Computers and Geotechnics
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[13]System reliability analysis of joint rock slopes with the stepped sliding surface considering hydraulic and seismic actions[国际JCR1区SCI/EI期刊].Acta Geotechnica
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[14]LEM for Stability Analysis of 3D Slopes with General-Shaped Slip Surfaces[J].International Journal of Geomechanics, 17 (10) : 1-12.
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[15]A hydro-mechanical coupling model for predicting infiltration and ponding in unsaturated soils[国际JCR1区SCI/EI期刊].Journal of Central South University
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[16]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.
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[17]System reliability analysis of joint rock slopes with the stepped sliding surface considering hydraulic and seismic actions[国际JCR1区SCI/EI期刊].Acta Geotechnica
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[18]Rock mass collapse mechanism of concealed karst cave beneath deep tunnel[J].International Journal of Rock Mechanics & Mining S, 89: 176–184.
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[19]Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters[J].International Journal of Geomechanics, 17 (2) : 1-10.
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[20]A closed-form solution for seismic passive earth pressure behind a retaining wall supporting cohesive–frictional backfill[J].Acta Geotechnica, 12 (2) : 453–461.