Archives of Civil Engineering (Jun 2023)

Laboratory testing of selected prototype sleeper pads (USPs) – pull-off strength determined after the weather resistance test

  • Cezary Kraśkiewicz,
  • Artur Zbiciak,
  • Jarosław Medyński,
  • Anna Al Sabouni-Zawadzka

DOI
https://doi.org/10.24425/ace.2023.145280
Journal volume & issue
Vol. vol. 69, no. No 2
pp. 483 – 501

Abstract

Read online

Under sleeper pads (USPs) are resilient elements used in the ballasted track structures to improve dynamic behaviour of the track, reduce vibration and protect the ballast against fast degradation. As the elements permanently connected to the sleepers or turnout bearers, the pads must have an appropriate level of pull-off strength, so that they do not separate from the rail support (here: sleeper) during their transportation to the construction site or during many years of operation. In this paper, results of pull-off tests performed on four selected USP samples are presented: three samples made of SBR (styrene-butadiene rubber) granulate and one made of polyurethane. Moreover, details of the pad’s attachment to the rail support are discussed, and the requirements for the USP properties are specified, focusing on the pull-off strength determined after the weather resistance test. It is shown that only two out of four considered USP samples fulfilled the requirements specified by the authors.

Keywords