Response of railway track system on poroelastic half-space soil medium subjected to a moving train load
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Publication:837501
DOI10.1016/j.ijsolstr.2008.05.002zbMath1169.74488OpenAlexW2025305654MaRDI QIDQ837501
HongLei Sun, Yuan-Qiang Cai, Chang-Jie Xu
Publication date: 10 September 2009
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2008.05.002
Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)
Related Items (4)
Vibration analysis of a beam on a layered transversely isotropic unsaturated subgrade subjected to a moving load ⋮ Prediction of Ground Vibration from High Speed Trains Using a Vehicle–Track–Ground Coupling Model ⋮ The transient elastodynamic field excited by trans-Rayleigh trains ⋮ Dynamic responses of a poroelastic half-space from moving trains caused by vertical track irregularities
Cites Work
- Dynamic effects of moving load on a poroelastic soil medium by an approximate method
- Response of poroelastic layers to moving loads
- Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track.
- Steady state responses of poroelastic half-space soil medium to a moving rectangular load
- Vibration and dynamic buckling of shear beam-columns on elastic foundation under moving harmonic loads
- Dynamics of Timoshenko beams on Pasternak foundation under moving load
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