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[1]Pan J, Lin H, Wu J. Uncertainty-aware geological prediction in TBM tunneling: A probabilistic bayesian framework with exploratory multi-source label construction. Tunn Undergr Space Technol. 2026;170:107424.doi:https://doi.org/10.1016/j.tust.2025.107424.
[2]Hu S, Lin H, Ren B, Song X, Chen T. Diagnosis and Systematic Treatment of Seepage Hazards in Shield Tunnel in Water-Rich Gravel Layer Based on Sonar Seepage Method. Journal of Materials Engineering and Performance. 2025.doi:10.1007/s11665-025-12804-z.
[3]Li S, Tang Y, Lin H. Effect of joint coalescence coefficient on rock bridge formation of slope based on finite difference method. Transactions of Nonferrous Metals Society of China. 2025;35:3455-67.doi:https://doi.org/10.1016/S1003-6326(25)66892-0
[4]Liu D, Chen S, Lin H, Chen Y. Shear Behavior and Morphological Evolution of Rough Rock Joints under Non-uniform Loading. Journal of Materials Engineering and Performance. 2025.doi:10.1007/s11665-025-12503-9.
[5]Tang Y, Lin H, Cao R, Yang C. A nonlinear variation safety factor calculation method for slopes based on slide mass shear constitutive model and landslide displacement. Engineering Geology. 2025;357:108363.doi:https://doi.org/10.1016/j.enggeo.2025.108363
[6]Tang Y, Lin H, Cao R, Wang Y, Zhao Y. Real-time slope stability quantification: Emergent framework coupling landslide displacement with damage mechanics and renormalization group theory. Computers and Geotechnics. 2025;187:107515. doi: https://doi.org/10.1016/j.compgeo.2025.107515.
[7]Bai B, Lin H, Yang H, Zou Y. A study of frictional instability induced by fluid injection for the granite fracture. Bulletin of Engineering Geology and the Environment. 2025;84:371.doi:10.1007/s10064-025-04369-x.
[8]Pan J, Lin H, Wu J, Zeng L. An innovative GWO-BiLSTM model for predicting the advance rates of double-line subway shield tunneling with TBM. Archives of Civil and Mechanical Engineering. 2025;25:163.doi:10.1007/s43452-025-01218-2
[9]Zhao Q, Cao P, Liu J, Lin H. Spatio-temporal response characteristics of flood embankment deformation during shield tunnel excavation. Earth Science Informatics. 2025;18:383.doi:10.1007/s12145-025-01880-3.
[10]Wang Z, Li S, Lin H, Chen Y. Fatigue response and AE characteristics of soft and hard composite rock containing coplanar double joints. International Journal of Fatigue. 2025;198:108994.doi:https://doi.org/10.1016/j.ijfatigue.2025.108994.
[11]Nie F, Su X, Wang M, Ma X, Ou K, Liu J, Lin H. Debonding of asphalt-aggregate interface under coupled moisture and temperature conditions: An atomistic study. Case Studies in Construction Materials. 2025;22: e04554. doi: https://doi.org/10.1016/j.cscm.2025.e04554.
[12]Umar IH, Salga MS, Lin H, Hassan JI, Ahmad A, Ibrahim AS, Jechira BK. Performance characterisation of machine learning models for geotechnical axial pile load capacity estimation: an enhanced GPR-based approach. Geomechanics and Geoengineering.1-42.doi:10.1080/17486025.2025.2468645.
[13]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.
[14]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.
[15]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.
[16]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.
[17]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.
[18]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.
[19]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.
[20]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.

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