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[41]Pan J, Tang Y, Yuan W, Luo J, Chen Y, Lin H*. A method for automatically identifying the shape of locking sections in slopes. Environmental Earth Sciences. 2024;83:243.doi:10.1007/s12665-024-11563-9.
[42]Tang Y, Lin H, Li S, Chen Y, Ou K, Xie L. Numerical study of rock bridge shape identification and rock bridge damage mechanism. Computational Particle Mechanics. 2024.doi:10.1007/s40571-024-00732-z.
[43]Lin H, Li S, Zhang X. Macro-micro failure and crack coalescence behavior of soft-hard composite rock with three parallel joints under uniaxial compression. Journal of Materials Research and Technology. 2024.doi:https://doi.org/10.1016/j.jmrt.2024.02.029.
[44]Li S, Lin H*, Lin Q-b, Wang Y-x, Zhao Y-l, Hu H-h. Mechanical behavior and failure characteristics of double-layer composite rock-like specimens with two coplanar joints under uniaxial loading. Transactions of Nonferrous Metals Society of China. 2023;33:2815-31.doi:https://doi.org/10.1016/S1003-6326(23)66300-9.
[45]Yang H-t, Bai B, Lin H. Seismic magnitude calculation based on rate- and state-dependent friction law. Journal of Central South University. 2023;30:2671-85. doi:10.1007/s11771-023-5399-0.
[46]Zhang X, Lin H, Yin X, Liu H, Liu B. Mechanical characterization of intermittent weak interlayer based on DIC and acoustic emission technique. Theoretical and Applied Fracture Mechanics. 2023;127:104097.doi:https://doi.org/10.1016/j.tafmec.2023.104097
[47]Chen Y, Tang Y, Cao R, Sun S, Zha W, Lin H. Failure mode of parallel-fractured rock-like sample with different inclinations. Theoretical and Applied Fracture Mechanics. 2023;127:104053.doi:https://doi.org/10.1016/j.tafmec.2023.104053.
[48]Xie S, Lin H, Duan H. A novel criterion for yield shear displacement of rock discontinuities based on renormalization group theory. Engineering Geology. 2023;314:107008.doi:https://doi.org/10.1016/j.enggeo.2023.107008.
[49]Xie S, Lin H, Duan H, Chen Y. Modeling description of interface shear deformation: A theoretical study on damage statistical distributions. Construction and Building Materials. 2023;394:132052.doi:https://doi.org/10.1016/j.conbuildmat.2023.132052.
[50]Zhang X, Lin H, Hu H, Cheng Y, Zhang W. A nonlinear rheological shear constitutive model of bolted joints considering initial damage and damage evolution. International Journal of Damage Mechanics. 2023:10567895231183468. doi:10.1177/10567895231183468.
[51]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.
[52]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.
[53]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.
[54]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.
[55]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.
[56]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.
[57]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.
[58]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.
[59]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.
[60]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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