TY - JOUR
T1 - Under tie (sleeper) pads – A state of the art review
AU - Myskowski, Brett
AU - de O. Lima, Arthur
AU - Edwards, J. Riley
N1 - Funding for this research was provided by BNSF Railway. The material in this paper represents the position of the authors and not necessarily that of the sponsor. The authors would like to thank undergraduate research assistants Chloe Fess and Yatri Sutaria for assisting in finding and organizing many of the reference sources. J. Riley Edwards was supported in part by grants to the University of Illinois’ Rail Transportation and Engineering Center (RailTEC) from CN and Hanson Professional Services.
PY - 2023/6/20
Y1 - 2023/6/20
N2 - Under tie pads (referred to as under sleeper pads outside the United States) are elastic components that deliver a conformal resilient layer between the crosstie (sleeper) and the ballast. Track designs for heavier and faster trains have resulted in a need for more complex systems to decrease required maintenance and improve system reliability and utilization. They have demonstrated success in delivering on these requirements and have been a topic of substantial research over the past twenty years, though no standard understanding of their performance and behavior has been achieved. With this in mind, this paper provides a comprehensive review of the state of under tie pad (UTP) research and use. It introduces UTP technology, examines the physical, mechanical, and chemical properties of UTPs as well as how material selection affects in-track performance and discusses the different uses of UTPs. Based on the literature reviewed, UTPs can provide a reduction in substructure stresses, settlements, ground-borne noise and vibration, crosstie bending demands, and increase in track lateral resistance. UTPs can also result in increased rail bending stresses and track superstructure displacements. The paper also provides recommendations for future research to fill knowledge gaps currently in the literature.
AB - Under tie pads (referred to as under sleeper pads outside the United States) are elastic components that deliver a conformal resilient layer between the crosstie (sleeper) and the ballast. Track designs for heavier and faster trains have resulted in a need for more complex systems to decrease required maintenance and improve system reliability and utilization. They have demonstrated success in delivering on these requirements and have been a topic of substantial research over the past twenty years, though no standard understanding of their performance and behavior has been achieved. With this in mind, this paper provides a comprehensive review of the state of under tie pad (UTP) research and use. It introduces UTP technology, examines the physical, mechanical, and chemical properties of UTPs as well as how material selection affects in-track performance and discusses the different uses of UTPs. Based on the literature reviewed, UTPs can provide a reduction in substructure stresses, settlements, ground-borne noise and vibration, crosstie bending demands, and increase in track lateral resistance. UTPs can also result in increased rail bending stresses and track superstructure displacements. The paper also provides recommendations for future research to fill knowledge gaps currently in the literature.
KW - Literature Review
KW - Resilient Materials
KW - Track Stiffness
KW - Under Sleeper Pads (USP)
KW - Under Tie Pads (UTP)
UR - http://www.scopus.com/inward/record.url?scp=85152241063&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85152241063&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2023.131239
DO - 10.1016/j.conbuildmat.2023.131239
M3 - Review article
AN - SCOPUS:85152241063
SN - 0950-0618
VL - 383
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 131239
ER -