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 |
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Format: | Artikel |
Sprache: | eng |
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