Ballast mats for the reduction of railway traffic vibrations. Numerical study

This paper presents a numerical study developed in order to understand the dynamic behavior of ballasted tracks with mats including the train–track–ground interaction. In order to achieve that goal, a case study is modeled by a 2.5D FEM–BEM formulation. A comprehensive approach is presented and the...

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Veröffentlicht in:Soil dynamics and earthquake engineering (1984) 2012-11, Vol.42, p.137-150
Hauptverfasser: Alves Costa, P., Calçada, R., Silva Cardoso, A.
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Sprache:eng
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