林杭

教授博士生导师硕士生导师

电子邮箱：

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

联系方式：hanglin@csu.edu.cn

学位：博士学位

在职信息：在职

毕业院校：中南大学

学科：土木工程
矿业工程
力学
安全科学与工程

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论文成果

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[41]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.
[42]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.
[43]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.
[44]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.
[45]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
[46]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.
[47]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.
[48]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.
[49]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.
[50]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.
[51]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.
[52]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.
[53]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.
[54]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.
[55]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.
[56]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.
[57]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.
[58]Zhang X, Lin H*, Wang Y, Yong R, Zhao Y, Du S. Damage evolution characteristics of saw-tooth joint under shear creep condition. International Journal of Damage Mechanics. 2021;30:1056789520974420.doi:10.1177/1056789520974420.
[59]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.
[60]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.

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