- [21]Wang Z, Lin H, Feng X, Yang C, Ou K, Chen Y. Fracture characteristics and damage mechanisms of heat-treated sandstone with combined hole-joint flaws under uniaxial compression. Theoretical and Applied Fracture Mechanics. 2025;136:104845.doi:https://doi.org/10.1016/j.tafmec.2025.104845.
- [22]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.
- [23]Wang Z, Lin H, Cheng Y. Upper limit analysis for seismic sliding stability of double-sided limited narrow slope retaining wall. Earth Science Informatics. 2024;18:131.doi:10.1007/s12145-024-01570-6.
- [24]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.
- [25]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.
- [26]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.
- [27]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.
- [28]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.
- [29]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.
- [30]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.
- [31]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.
- [32]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.
- [33]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.
- [34]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.
- [35]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.
- [36]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.
- [37]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.
- [38]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.
- [39]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.
- [40]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.