Laboratory tests of resistance to severe environmental conditions of prototypical under sleeper pads applied in the ballasted track structures

Authors

DOI:

https://doi.org/10.24425/ace.2021.138058

Abstract

The present paper focuses on the analysis of resistance of several prototypical under sleeper pads (USP) to severe environmental conditions. Taking into account the climate in Poland, evaluation of USP in regard to water and frost resistance should be performed and the influence of high temperatures should be analyzed. In the present paper results of several tests carried out on the selected USP are presented. The tests were performed in accordance with the rules given in PN-EN 16730. Concrete blocks with USP were immersed in water at room temperature for 24 h and then placed in a climatic chamber for resistance testing. The results show that the severe environmental conditions influence the damping-related parameters of USP, which affects the effectiveness of the vibration isolation. The performed analyses allowed the authors to indicate the most resistant pads that will undergo further testing. Additionally, requirements of several railway infrastructure managers as well as authors' recommendations concerning the properties of USP were given.

References

[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 threedimensional 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

[13] IRS 70713-1: Railway Application - Track & Structure “Under Sleeper Pads (USP) - Recommendations for Use”, 1st edition 01.04.2018.

[14] PN-EN 16730:2016-08 Railway applications - track - concrete sleepers and bearers with under sleeper pads.

[15] RFI TCAR SF AR 03 007 C, Specifica tecnica di fornitura: Tappetini sotto traversa (USP), 2017.

[16] SNCF IG04013 Traverses et supports béton pour pose ballastée équipées de semelles résilientes en sous faces (ex CT IGEV 016) 14.08.2018.

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Published

2021-09-30

How to Cite

Kraśkiewicz, Cezary, et al. “Laboratory Tests of Resistance to Severe Environmental Conditions of Prototypical under Sleeper Pads Applied in the Ballasted Track Structures”. Archives of Civil Engineering, vol. 67, no. 3, Sept. 2021, pp. 319-31, doi:10.24425/ace.2021.138058.

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