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林杭

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[1]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
[2]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.
[3]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
[4]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.
[5]Xie S, Han Z*, Chen Y*, Wang Y, Zhao Y, Lin H. Constitutive modeling of rock materials considering the void compaction characteristics. Archives of Civil and Mechanical Engineering. 2022;22:60.doi:10.1007/s43452-022-00378-9.
[6]Chen Y, Lin H*, Li S*, Cao R, Yong W, Wang Y, Zhao Y (2022) Shear expression derivation and parameter evaluation of Hoek–Brown criterion. Archives of Civil and Mechanical Engineering 22 (2):77. doi:10.1007/s43452-022-00403-x.
[7]Yang H, Lin H*, Chen Y*, Wang Y, Zhao Y, Yong W, et al. Influence of wing crack propagation on the failure process and strength of fractured specimens. Bulletin of Engineering Geology and the Environment. 2022;81:71.doi:10.1007/s10064-021-02550-6.
[8]Xie S, Lin H*, Cheng C, Chen Y*, Wang Y, Zhao Y, et al. Shear strength model of joints based on Gaussian smoothing method and macro-micro roughness. Computers and Geotechnics. 2022;143:104605.doi:https://doi.org/10.1016/j.compgeo.2021.104605.
[9]Han L, Lin H*, Chen Y*, Lei D. Effects of strength property difference on shear strength of joint of binary media. Environmental Earth Sciences. 2021;80:712.doi:10.1007/s12665-021-10041-w.
[10]范祥，邓志颖，崔志猛，何忠明，林杭*. 一种新的软？硬节理峰值剪切强度模型. 岩土力学，2021,42(7): 1861-1870.
[11]Yin X, Lin H*, Chen Y*, Tang Y, Wang Y, Zhao Y, et al. Stability Analysis of Slope Considering the Energy Evolution of Locked Segment. Geotechnical and Geological Engineering. 2021.doi:10.1007/s10706-021-01989-4.
[12]Tang Y, Lin H*, Wang Y, Zhao Y. Rock slope stability analysis considering the effect of locked section. Bulletin of Engineering Geology and the Environment. 2021. doi:10.1007/s10064-021-02366-4.
[13]Chen Y, Lin H*, Wang Y, Xie S, Zhao Y, Yong W. Statistical damage constitutive model based on the Hoek–Brown criterion. Archives of Civil and Mechanical Engineering. 2021;21:117.doi:10.1007/s43452-021-00270-y.
[14]Shijie Xie, Hang Lin*, Yifan Chen, Yixian Wang. A new nonlinear empirical strength criterion for rocks under conventional triaxial compression. Journal of Central South University, 2021, 28: 1448-1458.
[15]吐尔森哈力，林杭. 融合自注意力机制与深度学习的混凝土表面裂隙智能识别. 铁道科学与工程学报，2021,18(4): 844-852.
[16]Yang H, Lin H, Wang Y*, Cao R, Li J*, Zhao Y. Investigation of the correlation between crack propagation process and the peak strength for the specimen containing a single pre-existing flaw made of rock-like material. Archives of Civil and Mechanical Engineering. 2021;21(2):68. doi:10.1007/s43452-021-00175-w.
[17]Chen Y, Lin H*, Ding X, Xie S. Scale effect of shear mechanical properties of non-penetrating horizontal rock-like joints. Environmental Earth Sciences. 2021;80:192.doi:10.1007/s12665-021-09485-x.
[18]Fan X, Jiang X, Liu Y, Lin H*, Li K*, He Z. Local stress distribution and evolution surrounding flaw and opening within rock block under uniaxial compression. Theoretical and Applied Fracture Mechanics. 2021:102914. doi: https://doi.org/10.1016/j.tafmec.2021.102914.
[19]Zhang X, Lin H*, Wang Y, Zhao Y. Creep damage model of rock mass under multi-level creep load based on spatio-temporal evolution of deformation modulus. Archives of Civil and Mechanical Engineering. 2021;21:71.doi:10.1007/s43452-021-00224-4.
[20]Chen Y, Lin H*, Cao R, Zhang C. Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters. International Journal of Geomechanics. 2021;21:04020265.doi:doi:10.1061/(ASCE)GM.1943-5622.0001937.

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