Numerical and experimental analysis of single tie push tests on different shapes of concrete sleepers in ballasted tracks
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DOI: 10.1177/0954409718805274
Abstract: The lateral displacement of sleepers is one of the key issues in railroads, which is caused by different factors such as the geometry of the ballast layer as well as the shape of the sleepers.… read more here.
Keywords: tie push; push tests; ballasted tracks; single tie ... See more keywords