Details
Title
Laboratory tests of resistance to severe environmental conditions of prototypical under sleeper pads applied in the ballasted track structuresJournal title
Archives of Civil EngineeringYearbook
2021Volume
vol. 67Issue
No 3Affiliation
Kraśkiewicz, Cezary : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland ; Zbiciak, Artur : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland ; Al Sabouni-Zawadzka, Anna : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, PolandAuthors
Keywords
under sleeper pads ; vibration damping ; resistance to severe environmental conditionsDivisions of PAS
Nauki TechniczneCoverage
319-331Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] C. Jayasuriya, B. Indraratna, T. Ngoc Ngo, “Experimental study to examine the role of under sleeper pads for improved performance of ballast under cyclic loading”, Transportation Geotechnics 19: pp. 61–73, 2019. https://doi.org/10.1016/j.trgeo.2019.01.005
[2] C. Kraśkiewicz, A. Zbiciak, W. Oleksiewicz, W. Karwowski, “Static and Dynamic Parameters of Railway Tracks Retrofitted With Under Sleeper Pads”, Archives of Civil Engineering 64(4): pp. 187–201, 2018. https://doi.org/10.2478/ace-2018-0070
[3] M. Sol-Sánchez, F. Moreno-Navarro, C. Rubio-Gámez, “The use of elastic elements in railway tracks: A state of the art review”, Construction and Building Materials 75: pp. 293–305, 2015. https://doi.org/10.1016/j.conbuildmat.2014.11.027
[4] M. Sol-Sánchez, L. Pirozzolo, F. Moreno-Navarro, C. Rubio-Gámez, “A study into the mechanical performance of different configurations for the railway track section: A laboratory approach”, Engineering Structures 119: pp. 13–23, 2016. https://doi.org/10.1016/j.engstruct.2016.04.008
[5] M. Sol-Sánchez, F. Moreno-Navarro, C. Rubio-Gámez, “The Use of Deconstructed Tires as Elastic Elements in Railway Tracks”, Materials 7: 5903–5919, 2014. https://doi.org/10.3390/ma7085903
[6] M. Sol-Sánchez, N.H. Thom, F. Moreno-Navarro, C. Rubio-Gámez, G.D. Airey, “A study into the use of crumb rubber in railway ballast” Construction and Building Materials 75: pp. 19–24, 2015. https://doi.org/10.1016/j.conbuildmat.2014.10.045
[7] J. Kennedy, P.K. Woodward, G. Medero, M. Banimahd, “Reducing railway track settlement using three-dimensional polyurethane polymer reinforcement of the ballast” Construction and Building Materials 44: pp. 615–625, 2013. https://doi.org/10.1016/j.conbuildmat.2013.03.002
[8] S. Kaewunruen, A. Aikawa, A.M. Remennikov, “Vibration attenuation at rail joints through under sleeper pads”. Procedia Engineering 189: pp. 193-198, 2017. https://doi.org/10.1016/j.proeng.2017.05.031
[9] A. Omodaka, T. Kumakura, T. Konishi, “Maintenance reduction by the development of resilient sleepers for ballasted track with optimal under-sleeper pads”, Procedia CIRP 59: pp. 53–56, 2017. https://doi.org/10.1016/j.procir.2016.09.039
[10] T. Abadi, L. Le Pen, A. Zervos, W. Powrie, “Effect of Sleeper Interventions on Railway Track Performance”, Journal of Geotechnical and Geoenvironmental Engineering 145(4): 04019009, 2019. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002022
[11] C. Jayasuriya, B. Indraratna, T.N. Ngo, “Experimental study to examine the role of under sleeper pads for improved performance of ballast under cyclic loading”, Transportation Geotechnics 19: pp. 61–73, 2019. https://doi.org/10.1016/j.trgeo.2019.01.005
[12] C. Kraśkiewicz, A. Zbiciak, A. Al Sabouni-Zawadzka, A. Piotrowski, “Experimental Research on Fatigue Strength of Prototype under Sleeper Pads Used in the Ballasted Rail Track Systems”, Archives of Civil Engineering 66(1): pp. 241–255, 2020. https://doi.org/10.24425/ace.2020.131786
[13] Zbiciak, C. Kraśkiewicz, Al Sabouni-Zawadzka, J. Pełczyński, S. Dudziak, “A Novel Approach to the Analysis of Under Sleeper Pads (USP) Applied in the Ballasted Track Structures”, Materials 13(11): p. 2438, 2020. https://doi.org/10.3390/ma13112438
[14] IRS 70713-1: Railway Application – Track & Structure “Under Sleeper Pads (USP) - Recommendations for Use”, 1st edition 01.04.2018.
[15] PN-EN 16730:2016-08 Railway applications – track – concrete sleepers and bearers with under sleeper pads.
[16] RFI TCAR SF AR 03 007 C, Specifica tecnica di fornitura: Tappetini sotto traversa (USP), 2017.
[17] SNCF IG04013 Traverses et supports béton pour pose ballastée équipées de semelles résilientes en sous faces (ex CT IGEV 016) 14.08.2018.