ANALYSIS OF BALLASTLESS RAILWAY TRACK STRUCTURES OVER SOFT CLAYS

Authors

  • Mohamed Ismail Aly Civil Engineering Department, Port Said University, Egypt
  • Mohamed El-Shabrawy Civil Engineering Department. Mansoura University. Egypt
  • Mohamed El Gendy Civil Engineering Department, Port Said University, Egypt
  • Ahmed Adel Turk Civil Engineering Department, Port Said University, Egypt

DOI:

https://doi.org/10.11113/mjce.v29.15595

Keywords:

Deck track, railway on soft soil, finite element model, ballastless track.

Abstract

Railway developments in Egypt have gained much interest recently. This development was in many fields one of which is railway speeds and the term high speed trains “HST†was introduced as an alternative on Egyptian national railways. HST has many challenges from a geodynamic perspective; such as the case of HST operating in areas with soft soils such as soft clays in Delta area in Egypt. In this paper, the problem of HST over soft soils was considered from a dynamic response point of view and ballastless tracks was investigated and compared with the traditional ballasted track. A track concept was introduced recently as a solution for this problem called “Deck track†but very few literature studied this idea. This track concept was studied and further modified into two other types. These tracks were dynamically analyzed using 3D finite element modeling constructed. Results of the ballastless track models will be compared with the Ballasted track model in order to observe if it mitigates the effects of HST over soft clays or not and also to show if the modified tracks is performing better than the Deck track or not. Dynamic response results of the models were displayed and comparisons were made for all track structures.

References

ABAQUS (2000), Hibbit, Karlsson, Sorensen, User’s manual Version 6.1.

Adolfsson, K., Andreasson, B., Benktsson, P.E. and Zakrisson, P. (1999), High speed train X2000 on soft organic clay-measurements in Sweden. 12th European Conf. of Soil Mech. and Geot. Eng.. Amsterdam.

Bos J.A.:(2000) ‘Deck Track: Foundation for the railways of the Future’, Holland Railconsult.

Dingqing L., James H., Ted S. and Steven C. (2015), Railway Geotechnics, ISBN: 9780415695015, CRC Press, September.

Esveld C. (2001)Modern railway track vol. Second Edition. Delft University of Technology: MRT-Productions.

Ismail M.A (2016), A new railway deck-track in Sinai at East Port Said on very soft clay, Journal for New Generation Sciences, (accepted and in publication).

Lysmer J, Kuhlemeyer RL. Finite dynamic model for infinite media. J Eng Mech Div, ASCE 1969;95(4):859–78.

Madshus C. and Kaynia A. (2001), High speed railway lines on soft ground, dynamic behavior at critical speed. J Sound Vib; 231: 689–701.

Madshus, C., Lacasse, S., Kaynia, A. And Harvik, L. (2004) Geodynamic challenges in high speed railways projects. ASCE Proc Geotechnical Engineering for Transportation Projects (GSP 126).

Mohamed A.S (2008), Investigation into some design aspects of ballasted railway Track structure. Dep. of Civil Engineering, Curtin University of Technology, Perth, WA 6845, Australia.

Peter K. W, Omar L. and Abdellah E.K. (2013). The Development And Mitigation Of Ground Mach Cones For High Speed Railwaysâ€, 11th International Conference on Vibration Problems, Lisbon, Portugal, 9-12.

Woldringh, R.F. and New, B.M (1999) “Embankment design for high speed trains on soft soilsâ€. Geotechnical Engineering for Transportation Infrastructure, Barends et al (eds), Balkema, Rotterdam.

Downloads

Published

2018-01-25

Issue

Section

Articles

How to Cite

ANALYSIS OF BALLASTLESS RAILWAY TRACK STRUCTURES OVER SOFT CLAYS. (2018). Malaysian Journal of Civil Engineering, 29(2). https://doi.org/10.11113/mjce.v29.15595