An isoparametric element permutation method for railway tunnel–soil interaction modeling in train–track–tunnel–soil dynamic analysis

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY(2023)

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摘要
•Tunnel-soil interaction modelling method is proposed by spatial iso-parametric finite elements coupling.•A coupled model for train-track-tunnel-soil interaction is constructed in the finite element framework.•Measurements in site and numerical examples have validated the practicality of this model.
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关键词
Train-track-tunnel interaction,Tunnel structure,Soil vibration,Finite element
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