[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.