Analysis of ground vibrations induced by high-speed train moving on pile-supported subgrade using three-dimensional FEM
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-020-4461-4.pdf
Reference25 articles.
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4. YANG Yeong-bin, HUNG Hsiao-hui, CHANG Dyi-wei. Train-induced wave propagation in layered soils using finite/infinite element simulation [J]. Soil Dynamics and Earthquake Engineering, 2003, 23(4): 263–278. DOI: https://doi.org/10.1016/S0267-7261(03)00003-4.
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1. Investigation of Soil Arching Effect and Accumulative Deformation in Pile-Supported Embankments Subjected to Traffic Loading Using Numerical Modeling;International Journal of Geomechanics;2024-07
2. Study of Ground Vibration Caused by High-Speed Trains Through Bridges Based on Finite Element Model: Test Validation;KSCE Journal of Civil Engineering;2024-06-07
3. Ground vibrations induced by high-speed trains moving on layered near-saturated ground using 2.5D FEM;IOP Conference Series: Earth and Environmental Science;2024-05-01
4. Ground Vibration Reduction Analysis of Pile-Supported Subgrade for High-Speed Railway Using 2.5D FEM;Lecture Notes in Mechanical Engineering;2024
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