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[1]Yang C, Lin H, Gao R, Li Z, Gan D, Liu M, Ren Q. Mechanical behaviour analysis of cemented tailings rock backfill materials: An insight from mesoscale modelling coupled with damage plasticity model. Case Studies in Construction Materials. 2025;22:e04356.doi:https://doi.org/10.1016/j.cscm.2025.e04356.
[2]Wang Z, Yang C, Lin H. Fracture instability and acoustic emission critical slowing down characteristics of rock with hole-shaped flaw under the coupling of high-temperature and cyclic load. Computational Particle Mechanics. 2025.doi:10.1007/s40571-025-00912-5.
[3]Wang Z-y, Lin H. Passive earth pressure of narrow backfill considering seismic-unsaturated seepage multi-field coupling effect. Journal of Central South University. 2025.doi:10.1007/s11771-025-5867-9.
[4]Umar IH, Abubakar S, Lin H, Hassan JI. Metakaolin as a soil stabilizing admixture: A comprehensive analysis of California bearing ratio and consolidation behavior using experimental and machine learning approaches. Earth Science Informatics. 2025;18:200.doi:10.1007/s12145-025-01703-5.
[5]Chen S, Lin H, Ou K, Zhang X, Yang C. Mechanical properties and failure modes of discontinuous jointed considering water softening effects. Earth Science Informatics. 2025;18:196.doi:10.1007/s12145-025-01694-3.
[6]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.
[7]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.
[8]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.
[9]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.
[10]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.
[11]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.
[12]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.
[13]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.
[14]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.
[15]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.
[16]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.
[17]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.
[18]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.
[19]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.
[20]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.

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