中南大学 linhang

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[1]Xie S, Lin H, Duan H, Yao R, Ma T. A novel triaxial strength criterion for rocks based on the ultimate strength and its application. Geoenergy Science and Engineering. 2025;246:213590.doi:https://doi.org/10.1016/j.geoen.2024.213590.
[2]Xie S, Lin H, Ma T, Peng K, Sun Z. Prediction of joint roughness coefficient via hybrid machine learning model combined with principal components analysis. Journal of Rock Mechanics and Geotechnical Engineering. 2024. doi: https://doi.org/10.1016/j.jrmge.2024.05.059.
[3]Tang Y, Lin H. Noncircular Slip Surface Search on Slopes Based on Minimum Potential Energy Method and Improved SA Algorithm. International Journal for Numerical and Analytical Methods in Geomechanics. 2024. doi:https://doi.org/10.1002/nag.3865.
[4]Wang Z, Lin H, Yang C. Fatigue-thermal damage characteristics of red sandstone with a hole under high-temperature cyclic loading coupling and microstructural degradation. Journal of Materials Research and Technology. 2024;33:3250-63.doi:https://doi.org/10.1016/j.jmrt.2024.10.044.
[5]Xie S, Lin H, Chen Y, Yao R, Sun Z, Zhou X. Hybrid machine learning models to predict the shear strength of discontinuities with different joint wall compressive strength. Nondestructive Testing and Evaluation.1-21.doi:10.1080/10589759.2024.2381083.
[6]Nie F, Bie Z, Lin H. Investigating the advanced thermomechanical properties of coiled carbon nanotube modified asphalt. Construction and Building Materials. 2024;441:137512.doi:https://doi.org/10.1016/j.conbuildmat.2024.137512.
[7]Xie S, Jiang Z, Lin H, Ma T, Peng K, Liu H, Liu B. A new integrated intelligent computing paradigm for predicting joints shear strength. Geoscience Frontiers. 2024:101884.doi:https://doi.org/10.1016/j.gsf.2024.101884.
[8]Xie S, Lin H, Chen Y, Ma T. Modified Mohr–Coulomb criterion for nonlinear strength characteristics of rocks. Fatigue & Fracture of Engineering Materials & Structures. 2024;47:2228-42.doi:https://doi.org/10.1111/ffe.14278.
[9]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.
[10]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.
[11]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.
[12]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.
[13]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.
[14]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
[15]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.
[16]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.
[17]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.
[18]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.
[19]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.
[20]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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