Journal
COMPUTERS AND GEOTECHNICS
Volume 61, Issue -, Pages 277-291Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2014.06.005
Keywords
Vibrations due to railway traffic; Numerical modelling; 2.5D FEM-PML analysis; Soil-structure interaction; Train-track-tunnel-ground-structure interaction
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Funding
- FCT - Fundacao para a Ciencia e Tecnologia, Portugal [PTDC/ECM/ 114505/2009]
- FCT [SFRH/BD/69290/2010]
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In this paper a numerical study about the influence of soil stiffness on the assessment of vibrations induced by railway traffic in tunnels is presented. A comprehensive numerical model is used to achieve the lumped objective, where the source of vibration (train-track interaction), the propagation of vibrations (tunnel-ground system) and their reception (building close to the railway infrastructure) are simulated by a sub-structuring approach. It was found that soil stiffness plays a relevant role on the mechanisms of propagation of vibrations through the ground as well as on soil-structure interaction. Regarding the last topic, different approaches were made for the inclusion of the SSI effects, namely a detailed boundary elements formulation and a simplified lumped-parameter model. The performed study revealed that the usage of lumped parameter models can be seen as a good option considering the compromise between accuracy of the solution and reduction of the computation effort. (C) 2014 Elsevier Ltd. All rights reserved.
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