Abstract
Track disease significantly increased in the transition zones between ballasted and ballastless track. It is triggered by abrupt variation in the track’s vertical stiffness due to different support conditions. To achieve the transition of track stiffness, the ballast bed with polyurethane polymer scheme was proposed. In this scheme, the changed of ballast bed stiffness change quantity was decided by the bonding area of ballast bed with polyurethane polymer. In the test section, three bond forms of ballast bed were adopted—full bonding section, partial bonding section and local bonding section. The field test results were as follows: the vertical stiffness of ballast bed with polyurethane polymer was increased more than 5 times, 3 times, 2 times. The vertical and horizontal resistance of ballast bed was increased more than 8 times, 4 times, 3 times. With the increase of track stiffness, the vertical force of wheel-rail and the vertical vibration of rail increase, the vertical displacement of rail reduce, the vertical displacement and vertical vibration of sleeper reduce. Merely citing the vertical displacement of rail as typical, it was reduced by 25%, 16%, 3%. After the static and dynamic test, we can conclude that performance of polyurethane polymer in the transition zones can achieve the transition of ballast bed from low stiffness to high stiffness.
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Sañudo, R., Dell’Olio, L., Casado, J.A., et al.: Track transitions in railways: a review. Constr. Build. Mater. 112, 141–157 (2016). doi:10.1016/j.conbuildmat.2016.02.084
Lei, X.: Influences of track transition on track vibration due to the abrupt change of track rigidity. China Railway Sci. 27(5), 42–45 (2006). doi:1001-4632(2006)05-0042-04. Springer
Li, W., Bian, X.: Dynamic performance of pile-supported bridge-embankment transition zones under high-speed train moving loads. Procedia Eng. 143, 1059–1067 (2016). doi:10.1016/j.proeng.2016.06.101. (ICTG 2016)
Liu, Y., Guotang, Z., Qi, W., et al.: Dynamic analysis of ballasted-ballastless track transition section on high speed railway bridge. J. Vibr. Shock 34(9), 76–81 (2015). doi:10.13465/j.cnki.jvs.2015.09.014
Woodward, P.K., Kennedy, J., Medero, G.: Three-dimensional track reinforcement using polymer geocomposites. In: Proceedings of the 2009 American Railway Engineering and Maintenance of Way Association (AREMA), Chicago, IIIinios, USA (2009)
Woodward, P.K., Kennedy, J., Mederol, G.M., et al.: Maintaining absolute clearances in ballasted railway tracks using in situ three-dimensional polyurethane geocomposites. Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 226(3), 257–271 (2011). doi:10.1177/0954409711420521
Woodward, P.K., Kennedy, J., Medero, G.M., et al.: Application of in-situ polyurethane geocomposite beams to improve the passive shoulder resistance of railway track. Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 226(3), 294–304 (2012). doi:10.1177/0954409711423460
Kennedy, J., Woodward, P.K., Banimahd, M., et al.: Railway track performance study using a new testing facility. Proc. Inst. Civil Eng. Geotech. Eng. 165, 303–319 (2012). doi:10.1680/geng.10.00075]
Kennedy, J., Woodward, P.K., Medero, G.: Reducing railway track settlement using polyurethane polymer reinforcement of the ballast. Int. J. Constr. Build Mater. 44, 615–625 (2013). doi:10.1016/j.conbuildmat.2013.03.002
Science and Technology Management Department of China Railway Corporation. TJ-GW116–2013 Provisional technical conditions of Polyurethane Polymer. China Railway Press, Beijing (2014)
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Wei, Q., Cheng-hui, L. (2018). Performance of Polyurethane Polymer in the Transition Zones of Ballasted and Ballastless Track. In: Pombo, J., Jing, G. (eds) Recent Developments in Railway Track and Transportation Engineering. GeoMEast 2017. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-61627-8_11
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DOI: https://doi.org/10.1007/978-3-319-61627-8_11
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