教授
博士生导师
硕士生导师
入职时间：2010-04-13
所在单位：资源与安全工程学院
学历：博士研究生毕业
性别：男
学位：博士学位
在职信息：在职
毕业院校：中南大学
学科：安全科学与工程
土木工程
力学
矿业工程
访问量：
最后更新时间：..
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[1]Tang Y, Lin H*, Cao R, Sun S, Zha W. Role of Rock Sections in Intermittent Joints in Controlling Rock Mass Strength and Failure Modes. Rock Mech Rock Eng. 2023.doi:10.1007/s00603-023-03320-4.
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[2]Tang Y, Xie L, Chen Y, Sun S, Zha W, Lin H*. Automatic recognition of slide mass and inversion analysis of landslide based on discrete element method. Computers & Geosciences. 2023:105338.doi:https://doi.org/10.1016/j.cageo.2023.105338.
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[3]Chen Y, Sheng B, Xie S, Cao R, Wang Y, Zhao Y, Lin H*. Crack propagation and scale effect of random fractured rock under compression-shear loading. Journal of Materials Research and Technology. 2023;23:5164-80. doi:https://doi.org/10.1016/j.jmrt.2023.02.104.
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[4]Xu F, Lin H, Zhang X, Cao R. Computational Correlation Shearing Model of Rock Macro–Micro Parameters. Geotechnical and Geological Engineering. 2023.doi:10.1007/s10706-023-02404-w.
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[5]Chen Y, Lin H*, Liang L. Freeze-thaw failure characteristics and strength loss of non-penetrating fractured rock mass with different fracture densities. Theoretical and Applied Fracture Mechanics. 2023;124:103792. doi:https://doi.org/10.1016/j.tafmec.2023.103792.
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[6]Chen Y, Li H, Lin H*, Wang Y, Zhao Y, Chen Y. Critical slip line recognition and extraction method of slope based on modified k-medoid clustering algorithm. Computers and Geotechnics. 2023;154:105125.doi:https://doi.org/10.1016/j.compgeo.2022.105125.
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[7]Chen Y, Lin H*. Deterioration law of Hoek-Brown parameters in freeze-thaw multi-fractured rock mass. Theoretical and Applied Fracture Mechanics. 2022:103716.doi:https://doi.org/10.1016/j.tafmec.2022.103716.
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[8]Li S, Lin H*, Hu S, Cao R, Luo X. Mechanical behavior of anchored rock with an infilled joint under uniaxial loading revealed by AE and DIC monitoring. Theoretical and Applied Fracture Mechanics. 2023;123:103709.doi:https://doi.org/10.1016/j.tafmec.2022.103709.
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[9]Zhang X, Lin H, Liu H, Li S, Li J, Chen J. A fatigue constitutive model for rock masses based on cross-applications of rheological theory. European Journal of Environmental and Civil Engineering. 2022:1-20.doi:10.1080/19648189.2022.2151517.
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[10]Xie S, Lin H*, Chen Y. New constitutive model based on disturbed state concept for shear deformation of rock joints. Archives of Civil and Mechanical Engineering. 2022;23:26.doi:10.1007/s43452-022-00560-z.
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[11]Chen Y, Li H, Lin H*, Wang Y, Zhao Y, Chen Y. Critical slip line recognition and extraction method of slope based on modified k-medoid clustering algorithm. Computers and Geotechnics. 2023;154:105125.doi:https://doi.org/10.1016/j.compgeo.2022.105125.
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[12]Zhang S, Lin H*, Chen Y*, Wang Y, Zhao Y. Acoustic emission and failure characteristics of cracked rock under freezing-thawing and shearing. Theoretical and Applied Fracture Mechanics. 2022, 121: 103537.doi:https://doi.org/10.1016/j.tafmec.2022.103537.
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[13]Zhang S, Lin H*, Chen Y, Wang Y, Zhao Y. Analysis on the evolution of frost heaving pressure of penetrating crack considering water content and migration. Simulation. 2022:00375497221107935.doi:10.1177/00375497221107935.
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[14]Hu H, Zhang X*, Qin J, Lin H*. Influence of Morphology Characteristics on Shear Mechanical Properties of Sawtooth Joints. Buildings. 2022;12:886. doi:10.3390/buildings12070886.
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[15]Liu B, Lin H, Chen Y, Liu J*, Guo C. Deformation Stability Response of Adjacent Subway Tunnels considering Excavation and Support of Foundation Pit. Lithosphere. 2022;2022:7227330.doi:10.2113/2022/7227330.
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[16]Lei D, Chen Y*, Lin H, Zhang C*, Lu Z, Wang G, Zhang Y. Evolution of Shear Surface Morphology of Jointed Rock Masses Based on Gaussian Filtering Method under Freeze-Thaw Cycles. Materials. 2022;15:4228.
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[17]Lin Z, Hu S, Zhou T, Zhong Y, Zhu Y, Shi L, Lin H*. Numerical Simulation of Flood Intrusion Process under Malfunction of Flood Retaining Facilities in Complex Subway Stations. Buildings. 2022;12:853.doi:10.3390/buildings12060853.
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[18]Li S, Lin H*, Feng J, Cao R, Hu H*. Mechanical Properties and Acoustic Emission Characteristics of Anchored Structure Plane with Different JRC under Direct Shear Test. Materials. 2022;15:4169.
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[19]Xie S, Han Z*, Lin H*. A quantitative model considering crack closure effect of rock materials. International journal of solids and structures. 2022;251:111758. doi:https://doi.org/10.1016/j.ijsolstr.2022.111758.
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[20]Liu B, Lin H*, Chen Y*. Deformation Characteristics of Bolted Rock Joints under Compression-Shear Load. Applied Sciences. 2022;12:5226.
