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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最后更新时间：..
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[61]Strength reduction strategy for rock slope stability using the variation principle based on the Hoek–Brown failure criterion[国际JCR2区SCI/EI期刊].Bulletin of Engineering Geology and the Environment, 2023, 82 (296) : 1-19.
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[62]Characterizing model uncertainty of upper-bound limit analysis on slopes using 3D rotational failure mechanism.Rock Mechanics Bulletin, 2023, 2: 100026.
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[63]Predictive model for seismic displacements of flexible sliding block subjected to near-fault pulse-like ground motions.Engineering Geology, 2023, 320: 107134.
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[64]Shihong Hu, Lianheng Zhao, Strength reduction strategy for rock slope stability using the variation principle based on the Hoek–Brown failure criterion[国际JCR2区SCI/EI期刊].Bulletin of Engineering Geology and the Environment, 2023, 82 (296) : 1-19.
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[65]Seismic dynamic stability of double-slider rock slopes containing tension cracks[国际JCR3区SCI/EI期刊].Journal of Mountain Science, 2023, 20 (7) : 2093-2106.
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[66]赵炼恒, 胡世红, 复杂地形下的危岩落石被动防护网三维防护效果评估研究[国内EI/CSCD期刊].铁道学报, 2023, 45 (5) : 143-150.
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[67]Effects of particle shape on triaxial compression behaviours of realistic ballast particles based on M-A-V-L particle shape evaluation system[国际JCR2区SCI/EI期刊].Granular Matter, 2023, 25 (4) : 1-12.
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[68]Zhao Lianheng, Hu Shihong, Improved Calculation Method for the Internal Force of h-type Prestressed Anchor Cable Anti-Slide Piles[国际JCR2区SCI/EI期刊].International Journal of Geomechanics, 2022, 22 (11) : 04022187.
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[69]Back analysis of shear strength parameters for progressive landslide: case study of Caifengyan landslide, China[国际JCR2区SCI/EI期刊].Bulletin of Engineering Geology and the Environment, 2022, 81 (19) : 1-13.
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[70]Limit state analysis of stepped sliding of jointed rock slope based on tensile-shear composite failure mode of rock bridges[国际JCR2区SCI/EI期刊].Bulletin of Engineering Geology and the Environment, 2022, 233 (81) : 1-11.
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[71]Regional-scale modeling of rainfall-induced landslides under random rainfall patterns[国际JCR1区SCI/EI期刊].Environmental Modelling & Sofeware, 2022, 155: 105454.
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[72]Stochastic model generation of porous rocks and study on 2D pore morphology influencing rock strength and stiffness[国际JCR2区SCI/EI期刊].Frontiers in Materials, 2022, 9: 956742.
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[73]Three-dimensional upper-bound limit analysis of ultimate pullout capacity of anchor plates using variation method[国际JCR1区SCI/EI期刊].nternational Journal for Numerical and Analytical Methods in Geomechanics, 2022, 46 (7) : 1356-1379.
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[74]Numerical investigation of the failure mechanisms of soil–rock mixture slopes by material point method[国际JCR-1区SCI/EI期刊].Computers and Geotechnics, 2022, 150: 104898.
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[75]Shaking table test research on shear behavior of cross-fault geosynthetics reinforced and pile-supported embankment[国际JCR2区SCI/EI期刊].Soil Dynamics and Earthquake Engineering, 2022, 155: 107197.
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[76]Lianheng Zhao, Xiang WANG, Stochastic model generation of porous rocks and study on 2D pore morphology influencing rock strength and stiffness[国际JCR2区SCI/EI期刊].Frontiers in Materials, 2022, 9: 956742.
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[77]Dejian Li, Xiao Cheng, Zhao Lian-heng.Limit state analysis of stepped sliding of jointed rock slope based on tensile-shear composite failure mode of rock bridges[国际JCR2区SCI/EI期刊].Bulletin of Engineering Geology and the Environment, 2022, 233 (81) : 1-11.
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[78]Improved Calculation Method for the Internal Force of h-type Prestressed Anchor Cable Anti-Slide Piles[国际JCR2区SCI/EI期刊].International Journal of Geomechanics, 2022, 22 (11) : 04022187.
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[79]Numerical analysis of debris flows along the Sichuan-Tibet railway based on an improved 3D sphere DDA model and UAV-based photogrammetry[国际JCR1区SCI/EI期刊].Engineering Geology, 2022, 305: 106722.
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[80]Characterization of model uncertainty for necessary face pressures of tunneling in frictional soils[会议论文].Proceedings of The Seventh Asian-Pacific Symposium on Structural Reliability and Its Applications (APSSRA2020). The symposium committee of APSSRA2020, 2022
