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Published in 2019 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2018.12.013
Abstract: Abstract Railway ballasted tracks at transition zones from embankment sections to bridge sections (or the reverse) suffer not only from seismic motions, but also from differential settlements during seismic motions. Therefore, an attempt is made…
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Keywords:
rail buckling;
ballasted tracks;
transition zones;
tracks transition ... See more keywords