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
访问量：
最后更新时间：..
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[121]A method for seismic stability analysis of jointed rock slopes using Barton-Bandis failure criterion[国际JCR1区SCI/EI期刊].International Journal of Rock Mechanics and Mining Sciences, 2020, 136: 104487.
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[122]Zuo Shi, Zhao Lian-heng, Barton-Bandis Criterion-Based System Reliability Analysis of Rock Slopes[国际JCR3区SCI/EI期刊].Journal of Central South University, 2020, 27 (7) : 2123-2133.
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[123]An analysis of the effects of the size ratio and fines content on the shear behaviors of binary mixtures using DEM[国际JCR1区SCI/EI期刊].Computers and Geotechnics, 2020, 118: 103353.
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[124]Pseudo-static stability analysis of wedges based on the nonlinear Barton-Bandis failure criterion[国际JCR-2区SCI/EI期刊].Geomechanics and Engineering, 2020, 20 (4) : 287-297.
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[125]A digitalized 2D particle database for statistical shape analysis and discrete modelling of rock aggregate[国际JCR1区SCI/EI期刊].Construction & Building Materials, 2020, 247: 117906.
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[126]Zhichen Song, Giuseppe Buscarnera, Zhao Lian-heng.Spatially-distributed landslide triggering analyses accounting for coupled infiltration and volume change[国际JCR1区SCI/EI期刊].Landslides, 2020, 17: 2811-2824.
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[127]Li DeJian, Cheng Xiao, Zhao Lian-heng.Active stability analysis of 3D shallow tunnel face with longitudinally inclined ground surface based on nonlinear Mohr–Coulomb failure criterion[国际JCR2区SCI/EI期刊].International Journal of Geomechanics, ACSE, 2020, 20 (11) : 04020198.
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[128]Modeling the progressive entrainment of bed sediment by viscous debris flows using the three-dimensional SC-HBP-SPH method[国际JCR1区SCI/EI期刊【NI期刊】].Water Research, 2020, 182: 116031.
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[129]贺志军, 赵炼恒, 多层软土地基中单桩沉降与内力位移分析[国内EI期刊].岩土力学, 2020, 41 (2) : 1-13.
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[130]Rock slope reliability analysis using Barton-Bandis failure criterion with modified pseudo-dynamic approach[国际JCR2区SCI/EI期刊].Soil Dynamics and Earthquake Engineering, 2020, 139: 106310.
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[131]Zhu Yangui, Gong Jian, Zhao Lian-heng.An analysis of the effects of the size ratio and fines content on the shear behaviors of binary mixtures using DEM[国际JCR1区SCI/EI期刊].Computers and Geotechnics, 2020, 118: 103353.
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[132]Reliability back analysis of landslide shear strength parameters based on a general nonlinear failure criterion[国际JCR1区SCI/EI期刊].nternational Journal of Rock Mechanics and Mining Sciences, 2020, 216: 104189.
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[133]Spatially-distributed landslide triggering analyses accounting for coupled infiltration and volume change[国际JCR1区SCI/EI期刊].Landslides, 2020, 17: 2811-2824.
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[134]Investigation on seismic response of a three-stage soil slopesupported by anchor frame structure[国际JCR3区SCI/EI期刊].Journal of Central South University, 2020, 27 (4) : 1290-1305.
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[135]但汉成, 但汉成, Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests[国际JCR3区SCI/EI期刊].Road Materials and Pavement Design, 2020, 21 (2) : 434-451.
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[136]Investigation on seismic behavior of combined retaining structurewith different rock shapes[国际JCR-1区SCI/EI期刊].Structural Engineering and Mechanics, 2020, 73 (5) : 000-000.
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[137]Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests[国际JCR3区SCI/EI期刊].Road Materials and Pavement Design, 2020, 21 (2) : 434-451.
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[138]刘晓华, 赵炼恒, 考虑桩侧初始剪应力的层状地基中单桩沉降简化解析方法[国内CSCD核心期刊].铁道科学与工程学报, 2020, 17 (4) : 875-881.
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[139]Upper-bound limit analysis of passive failure of a 3D shallow tunnel face under the bidirectional inclined ground surfaces[国际JCR1区SCI/EI期刊].Computers and Geotechnics, 2020, 118: 103310.
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[140]Barton-Bandis Criterion-Based System Reliability Analysis of Rock Slopes[国际JCR3区SCI/EI期刊].Journal of Central South University, 2020, 27 (7) : 2123-2133.
