期刊文献+

Application of polyurethane geocomposites to help maintain track geometry for high-speed ballasted railway tracks 被引量:23

Application of polyurethane geocomposites to help maintain track geometry for high-speed ballasted railway tracks
原文传递
导出
摘要 There are many issues surrounding the performance of critical assets on high-speed ballasted railway lines.At assets like switch & crossings and bridge transitions high track forces can be produced resulting in higher ballast settlements and hence track misalignments.The latter result in higher track forces and hence more settlement,leading to the need for increased track maintenance to ensure comfort and safety.Current technologies for solving issues like ballast movement under high-speed loading regimes are limited.However,a technique that has been well used across the UK and now increasingly overseas to stabilise and reinforce ballasted railway tracks is the application of in-situ polyurethane polymers,termed XiTRACK.This paper discusses how this technique can be used to solve these types of long-standing issues and presents actual polymer application profiles at two typical critical sites,namely a junction and a transition onto concrete slab-track. There are many issues surrounding the performance of critical assets on high-speed ballasted railway lines.At assets like switch crossings and bridge transitions high track forces can be produced resulting in higher ballast settlements and hence track misalignments.The latter result in higher track forces and hence more settlement,leading to the need for increased track maintenance to ensure comfort and safety.Current technologies for solving issues like ballast movement under high-speed loading regimes are limited.However,a technique that has been well used across the UK and now increasingly overseas to stabilise and reinforce ballasted railway tracks is the application of in-situ polyurethane polymers,termed XiTRACK.This paper discusses how this technique can be used to solve these types of long-standing issues and presents actual polymer application profiles at two typical critical sites,namely a junction and a transition onto concrete slab-track.
出处 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第11期836-849,共14页 浙江大学学报(英文版)A辑(应用物理与工程)
基金 Project (No. EP/H027262/1) partially supported by the Engineering and Physical Sciences Research Council,UK
关键词 Railways Polyurethanes Geocomposites MODELLING HIGH-SPEED Railways Polyurethanes Geocomposites Modelling High-speed
  • 相关文献

参考文献24

  • 1Banimahd, M., 2008. Advanced Finite Element Modelling of Coupled Train-Track Systems: A Geotechnical Perspective. PhD Thesis, Heriot-Watt University, Edinburgh, UK.
  • 2Banimahd, M., Woodward, P.K., Kennedy, J., Medero, G., 2012. Geotechnical performance of high-speed ballast railway tracks. Proceedings of the ICE-Transport, in press.
  • 3Woldringh, R.F., New, B.M, 1999. Embankment Design for High Speed Trains on Soft Soils. Proceedings of the Twelfth European Conference on Soil Mechanics and Geotechnical Engineering, Amsterdam, the Netherlands.
  • 4Banimahd, M., Woodward, P.K., Kennedy, J., Medero, G.M., 2011. Behaviour of train-track interaction in stiffness transitions. Proceedings of the ICE-Transport, 165(3): 205-214. [doi: 1 0.1680Itran.1 0.00030].
  • 5Coelho, B., Holscher, P., Priest, J., Powrie, W., Barends, F., 2011. An assessment of transition zone performance. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 225(2): 129-139. [doi:10.1177/09544097JRRT389).
  • 6Madshus, C., Lacasse, S., Kaynia, A., Harvik, L., 2004. Geodynamic Challenges in High Speed Railways Projects. Proceedings of Geo- Trans, Los Angeles, California, GSP 126.
  • 7Woodward, P.K., Kacimi, A., Laghrouche, 0., Medero, G., 2012b. Breaking the ground speed barriers for ultra-speed trains: Rayleigh ground wave modelling and mitigation. International Journal of Railway Technology, 1(1): 105-119. [doi:10.4203/ijrt.1.1.5].
  • 8Pita, A.L., Teixeira, P.F., Robuste, F., 2004. High speed and track deterioration: the role of vertical stiffness of the track. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 218(1):31-40. [doi:10.1243/095440.
  • 9Lei, X., Mao, L., 2004. Dynamic response analyses of vehicle and track coupled system on track transition of conventional high speed railway. Journal of Sound and Vibration, 271(3-5): 1133-1146. [doi: 10.1 016/S0022- 460X(03)00570-4].
  • 10Aubry, D., Clouteau, D., Bonnet, G., 1994. Modelling of Wave Propagation Due to Fixed or Mobile Dynamic Sources. In:.

共引文献367

同被引文献235

引证文献23

二级引证文献154

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部