Abstract:
The railway track at transition zones to bridges or to other structures usually requires considerably more interventions to
maintain the same open track service quality and safety levels. Under sleeper pads (USP) have been reported to contribute to
reduce degradation and frequency of maintenance operations in open ballasted tracks, and recent numerical studies have
suggested its use in transition zones. In this study, the influence of using USP at transition zones to underpasses was
investigated. The structural behaviour of two transitions to similar box culverts was compared. USP were added to the
sleepers in one of the transitions. Track characterisation using non-destructive tests is presented and analysed.
Measurements of track response from passing trains are also presented and discussed. Results indicate that USP influence
the dynamic behaviour of the track, increasing its vertical flexibility and amplifying both rail displacements and sleeper
accelerations.
