Laboratory tests of pull-off strength of chosen USPs attached to concrete sleepers

[1] R. Schilder, “USP (Under Sleeper Pads): a contribution to save money in track maintenance”, presented at AusRAIL PLUS 2013, 26-28 November 2013, Sydney, Australia, 2013.

[2] M. Sol-Sánchez, F. Moreno-Navarro, and M.C. Rubio-Gámez, “The use of elastic elements in railway tracks: A state of the art review”, Construction and Building Materials, vol. 75, pp. 293-305, 2015, doi: 10.1016/j.conbuildmat.2014.11.027.

[3] D.L. Iliev, “Die horizontale Gleislagestabilität des Schotteroberbaus mit konventionellen und elastisch besohlten Schwellen”, Technische Universität München, 2012.

[4] C. Kraśkiewicz, A. Zbiciak, W. Oleksiewicz, and W. Karwowski, “Static and dynamic parameters of railway tracks retrofitted with under sleeper pads”, Archives of Civil Engineering, vol. 64, no. 4, pp. 187-201, 2018, doi: 10.2478/ace-2018-0070.

[5] A. Paixão, J.N. Varandas, E. Fortunato, and R. Calçada, “Numerical simulations to improve the use of under sleeper pads at transition zones to railway bridges”, Engineering Structures, vol. 164, pp. 169-182, 2018, doi: 10.1016/j.engstruct.2018.03.005.

[6] J. Mottahed, J. A. Zakeri, and S. Mohammadzadeh, “Field investigation on the effects of using USPs in transition zone from ballasted track to bridges”, International Journal of Civil Engineering, vol. 17, no. 9, pp. 1421-1431, 2019, doi: 10.1007/s40999-019-00440-3.

[7] L. Le Pen, G. Watson, A. Hudson, and W. Powrie, “The behaviour of under-sleeper pads at switches and crossings (S&C) – field measurements”, Proceedings of the Institution of Mechanical Engineers Part F: Journal of Rail and Rapid Transit, vol. 232, no. 4, pp. 1049-1063, 2018, doi: 10.1177/0954409717707400.

[8] S. Kaewunruen, A. Aikawa, and A. Remennikov, “Vibration attenuation at rail joints through under sleeper pads”, Procedia Engineering, vol. 189, pp. 193-198, 2017, doi: 10.1016/j.proeng.2017.05.031.

[9] J. Zakeri, M. Esmaeili, and H. Heydari, “A field investigation into the effect of under sleeper pads on the reduction of railway-induced ground-borne vibrations”, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 230, no. 3, pp. 999-1005, 2016, doi: 10.1177/0954409714565499.

[10] A. Omodaka, T. Kumakura, and T. Konishi, “Maintenance reduction by the development of resilient sleepers for ballasted track with optimal under-sleeper pads”, Procedia CIRP, vol. 59, pp. 53-56, 2017, doi: 10.1016/j.procir.2016.09.039.

[11] H. Gräbe, B. Mtshotana, M. Sebati, and E. Thünemann, “The effects of under-sleeper pads on sleeper-ballast interaction”, Journal of the South African Institution of Civil Engineering, 2016, vol. 58, no. 2, pp. 35-41, 2016, doi: 10.17159/2309-8775/2016/v58n2a4.

[12] X. Qu, M. Ma, L. Minghang, Y. Cao, and W. Liu, “Analysis of the vibration mitigation characteristics of the ballasted ladder track with elastic elements”, Sustainability, vol. 11, no. 23, 2019, doi: 10.3390/su11236780.

[13] T. Abadi, L. Le Pen, A. Zervos, and W. Powrie, “Effect of sleeper interventions on railway track performance”, Journal of Geotechnical and Geoenvironmental Engineering, vol. 145, no. 4, art. no. 04019009, 2019, doi: 10.1061/(ASCE)GT.1943-5606.0002022.

[14] C. Kraśkiewicz, A. Zbiciak, A. Al Sabouni-Zawadzka, and A. Piotrowski, “Experimental research on fatigue strength of prototype under sleeper pads used in the ballasted rail track systems”, Archives of Civil Engineering, vol. 66, no. 1, pp. 241-255, 2020, doi: 10.24425/ace.2020.131786.

[15] C. Kraśkiewicz, A. Zbiciak, and A. Al Sabouni-Zawadzka, “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, pp. 319-331, 2021, doi: 10.24425/ace.2021.138058.

[16] C. Kraśkiewicz, A. Zbiciak, J. Medyński, and A. Al Sabouni-Zawadzka, “Laboratory testing of selected prototype under sleeper pads (USPs) – pull-off strength determined after the weather resistance test”, Archives of Civil Engineering, vol. 69, no. 2, pp. 483-501, 2023, doi: 10.24425/ace.2023.145280.

[17] EN 1542:2000 Products and systems for the protection and repair of concrete structures. Test methods. Measurement of bond strength by pull-off.

[18] EN 16730:2016 Railway applications – track – concrete sleepers and bearers with under sleeper pads.

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

[20] DB Netz AG, DBS 918 145-01 Technische Lieferbedingungen, Spannbetonschwellen mit elastischer Sohle – Elastische Schwellensohlen, 2016.

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

[22] Infrabel, Technische bepaling L-23: Fabricatie en levering van betonnen monoblok dwarsliggers, uitgave: 2009.

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

[24] Warunki techniczne wykonania i odbioru podkładów i podrozjazdnic strunobetonowych Id-101. Załacznik do uchwały Nr 106/2020 Zarządu PKP Polskie Linie Kolejowe S.A. z dnia 11 lutego 2020 r.

[25] C. Kraśkiewicz, H. Anysz, M. Płudowska-Zagrajek, and A. Al Sabouni-Zawadzka, “Artificial neural networks as a tool for selecting the parameters of prototypical under sleeper pads produced from recycled rubber granulate”, Journal of Cleaner Production, vol. 405, 2023, doi: 10.1016/j.jclepro.2023.136975.

[26] B. Indraratna, Y. Qi, T.N. Ngo, C. Rujikiatkamjorn, T. Neville, F.B. Ferreira, and A. Shahkolahi, “Use of geogrids and recycled rubber in railroad infrastructure for enhanced performance”, Geosciences, vol. 9, no. 1, 2019, doi: 10.3390/geosciences9010030.