中南大学 linhang

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[1]Deng H, Lin H*, Su X, Ou K, Nie F*. Understanding the Reinforcing Mechanism of Butylamine Functionalized Carbon Nanotubes Modified Asphalt: An Atomistic Perspective. Journal of Materials Engineering and Performance. 2026.doi:10.1007/s11665-026-13223-4
[2]Tan P, Nie F*, Wang Z, Tang Y, Lin H*. Failure modes and energy evolution of jointed rock mass with holes under high temperature and fatigue loading. Theoretical and Applied Fracture Mechanics. 2026;143:105434.doi:https://doi.org/10.1016/j.tafmec.2025.105434.
[3]Ni Y, Wang Z, Lin H, Chen Y. Numerical Investigation of Bedding-Plane Control Mechanisms on Blasting Fragmentation in Soft-Hard Interbedded Rock Masses. International Journal for Numerical and Analytical Methods in Geomechanics.n/a.doi:https://doi.org/10.1002/nag.70398.
[4]Pan J, Lin H, Wu J. Bayesian continual learning and dynamic uncertainty quantification framework for TBM geological prediction in non-stationary environments. International Journal of Rock Mechanics and Mining Sciences. 2026;205:106610.doi:https://doi.org/10.1016/j.ijrmms.2026.106610.
[5]Wang Z, Zhu X, Lin H. Fracture evolution and damage accumulation of tunnel-like rock specimens with different cavity shapes under repeated impact disturbances. Theoretical and Applied Fracture Mechanics. 2026;145:105709. doi:https://doi.org/10.1016/j.tafmec.2026.105709.
[6]Wang Z, Bie H, Huang L, Lin H*. Damage mechanism and AE characteristics of water-rich sandstone under chemical corrosion and mechanical coupling. International Journal of Damage Mechanics. 2026; 10567895261442631. doi:10.1177/10567895261442631.
[7]Umar IH, Lin H, Yang C, F？rat ME. IoT-driven Enhanced Transformer-based prediction of rock slope stability. Quarterly Journal of Engineering Geology and Hydrogeology. 2026;59:qjegh2025-217.doi:doi:10.1144/qjegh2025-217.
[8]Li X-z, Lin H*, Chen Y-f. Full-stage shear constitutive model for sawtooth joints: insights from shear behavior and residual stage. Journal of Central South University. 2026.doi:10.1007/s11771-026-6299-x.
[9]Lin H, Bie H, Shi Z, Li J, Ranjith PG, Zuo Y. A New Shear Strength Model for Filled Discontinuities Based on the Disturbed State Concept Theory. Rock Mech Rock Eng. 2026.doi:10.1007/s00603-026-05439-6.
[10]Lu J, Lin C, Lin H*, Shang W, Ou K, Su H, Nie F*. Study on synergetic analysis of ventilation, cooling and dehumidification in high-temperature and high-humidity tunnels under temperature-humidity coupling. International Journal of Heat and Fluid Flow. 2026;120:110374.doi:https://doi.org/10.1016/j.ijheatfluidflow.2026.110374
[11]Umar IH, Lin H, F？rat ME, Yang C. Multi-scale Analysis of Rock Slope Failure Dynamics in Mining Operations Using Time-Series Monitoring and Advanced Signal Processing for Improved Geotechnical Risk Assessment. Mining, Metallurgy & Exploration. 2026.doi:10.1007/s42461-026-01515-1.
[12]Tan P, Nie F*, Wang Z, Tang Y, Lin H*. Failure modes and energy evolution of jointed rock mass with holes under high temperature and fatigue loading. Theoretical and Applied Fracture Mechanics. 2026;143:105434.doi:https://doi.org/10.1016/j.tafmec.2025.105434.
[13]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.
[14]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.
[15]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
[16]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.
[17]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
[18]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.
[19]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.
[20]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

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