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[1]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.
[2]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.
[3]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.
[4]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.
[5]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.
[6]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.
[7]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.
[8]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.
[9]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.
[10]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.
[11]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.
[12]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.
[13]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.
[14]Liu B, Lin H*, Chen Y*. Deformation Characteristics of Bolted Rock Joints under Compression-Shear Load. Applied Sciences. 2022;12:5226.
[15]Tang W, Lin H*, Chen Y, Feng J, Hu H*. Mechanical Characteristics and Acoustic Emission Characteristics of Mortar-Rock Binary Medium. Buildings. 2022;12:665. doi:10.3390/buildings12050665.
[16]Chen Y, Lin H*, Li S*, Cao R, Yong W, Wang Y, et al. Shear expression derivation and parameter evaluation of Hoek–Brown criterion. Archives of Civil and Mechanical Engineering. 2022;22:77.doi:10.1007/s43452-022-00403-x.
[17]Lei D, Lin H, Wang Y. Damage characteristics of shear strength of joints under freeze–thaw cycles. Archive of Applied Mechanics. 2022.doi:10.1007/s00419-022-02136-y
[18]成晨, 林杭. 基于岩石拉压宏观力学响应的平板模型微观参数匹配分析. 铁道科学与工程学报. 2021;18:2916-23. doi:10.19713/j.cnki.43-1423/u.t20201188.
[19]Du S-G, Lin H, Yong R*, Liu G-J. Characterization of Joint Roughness Heterogeneity and Its Application in Representative Sample Investigations. Rock Mech Rock Eng. 2022.doi:10.1007/s00603-022-02837-4
[20]Lin H*, Sun PH, Chen YF, Zhu YY, Fan X, Zhao YL. Analytical and experimental analysis of the shear strength of bolted saw-tooth joints. European Journal of Environmental and Civil Engineering. 2022; 26:1639-53. doi:10.1080/19648189.2020.1726822.

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