DOI QR코드

DOI QR Code

Analytical Study of the Vibration Attenuation with respect to Trackbed Systems

  • Published : 2014.06.30

Abstract

The vibration-attenuation was quantitatively compared by 3-Dimensional finite element analysis using ABAQUS, with respect to the change of the type of trackbed systems. Most common trackbed materials, including ballast and concrete were applied to the track structure, and the train-speed was set as 300km/h as Korea Train eXpress (KTX). The result of current study revealed that the ballast showed the most effective material for the vibration attenuation.

Keywords

References

  1. S.H. Lee, J.W. Lee, M. Sagong, D.S. Kim, and Y.J. Lim, (2012). Numerical Analyses of Structural Characteristics in Asphalt Trackbed, 2012 Spring Conference of the Korean Society for Railway, Vol. 2012, No. 5, pp.1354-1360.
  2. J.C. Wang, X. Zeng, R. L. Mullen, (2005). Three-dimensional finite element simulations of ground vibration generated by high-speed trains and engineering countermeasures, Journal of Vibration and Control, Vol. 11, No. 12, pp.1437-1453. https://doi.org/10.1177/1077546305056460
  3. X. Zeng, J.G. Rose, J.S. Rice, (2001). Stiffness and damping ratio of rubber-modified asphalt mixes: Potential vibration attenuation for high-speed railway trackbeds, Journal of Vibration and Control, Vol. 7, No. 4, pp. 527-538. https://doi.org/10.1177/107754630100700403
  4. K. Itoh, X. Zeng, O. Murate, O. Kusakabe, (2003). Centrifugal simulation of vibration reduction generated by high-speed trains using rubber-modified asphalt foundation and EPS barrier, Journal of Physical Modelling in Geotechnics, Vol. 3, No. 2, pp. 1-10
  5. S.C. Yang, E. Kim, Y.S. Kang, J.H. Um, (2002). A Study on Evaluation of Vibration Reduction Effect of Concrete tracks, Proceedings of the KSNVE Annual Spring Conference, 2002, pp. 911-916.
  6. S.T. Park, (2011). A Study on the Vibration Characteristics of the Concrete Track in Urban Transit, M.S. Thesis, Seoul National University of Science & technology.
  7. S.I. Kim, I.H. Yeo, I.K. Rhee, S.C. Kim, (2006). Investigation of the Bridge Vibration and Noise under Passage of the Light Rail Train, 2006 Autumn Conference of the Korean Society for Railway, pp. 9-16.
  8. ABAQUS, 'Abaqus Analysis User's Manual', Ver.6.11, 2011, Dassault Systemes Simulia Corp.
  9. D.S. Kim, Y.K. Park, T.W. Ha, M.H. Shin, (2005). Evaluation of Settlements and Vertical Stress of Reinforced Subgrade of Conventional Railroad through Numerical Analysis, 2005 Spring Conference of the Korean Society for Railway, pp. 24-29.
  10. J.W. Seo, (2001). A Study on Prediction of Layer Properties of Asphalt Concrete Pavement Under Various Vehicle Speeds, M.S. Thesis, Yonsei University.
  11. K.Y. Eum, Y.H. Kim, J.W. Kim, (2013). Study on Dynamic Characteristics of Structure Approaches by Train Moving Loads, Journal of the Korean Society for Railway, Vol. 16, No. 4, pp. 298-304. https://doi.org/10.7782/JKSR.2013.16.4.298
  12. D.H. Lee, E.C. Shin, M.G. Choi, (2006). Dynamic Behavior of Reinforced Railroad Roadbed by Geotextile Bag, 2006 Spring Conference of the Korean Society for Railway, pp. 12-20.
  13. I.W. Lee, S.K. Hwang, S.H. Joh, H.S. Ko, (2005). Detailed Analysis of Ground Vibration in Subway Tunnel, 2005 Spring Conference of the Korean Society for Railway, pp.119-122.
  14. Y.J. Lim, S.H. Lee, J.W. Lee, H.J. Cho, (2012). Evaluation of Dynamic Properties of Crushed Stones Used as Reinforced Trackbed Foundation Materials Using Midsize Resonant Column Test apparatus, 2012 Autumn Conference of the Korean Society for Railway, Vol. 2012, No. 10, pp. 476-484.
  15. S.S. Jeon, G.Y. Eum, J.M. Kim, D.H. Jung, S.D. Han, (2006). Numerical Analysis of the Roadbed Settlement beneath Rail Joint Induced by Tilting-Train Loading, Journal of the Korean Society of Hazard Mitigation, Vol. 6, No. 4, pp. 7-14.
  16. M.C. Kim, S.C. Yang, J.D. Lee, (1999). Train/Track/Bridge Interaction Analysis Using 2-Dimensional Articulated High-Speed Train Model, 1999 Spring Conference of the Korean Society for Railway, pp. 414-421.
  17. I.H. Lee, H.K. Kim, S.K. Hwang, Y.K. Cho, (2000). The Characteristics of Reinforced Roadbed Settlement on High-Speed Railroad, Journal of the Korean Society Civil Engineers, Vol. 20. No. 6-D, pp. 681-690.
  18. Y.H. Jung, J.H. Hong, C.Y. Choi, (2011). Dynamic Responses in Roadbed of Concrete Track System Subjected to Increasing Train Speed, 2011 Autumn Conference of the Korean Society for Railway, Vol. 2011, No. 10, pp. 853-860.
  19. K.S. Park, S.H. Lee, J.W. Lee, T.J. Lyu, (2012). Optimum Thickness Decision of Railway Roadbed for a Ballasted Track Using GEOTRACK, 2012 Autumn Conference of the Korean Society for Railway, Vol. 2012, No. 10, pp.1102-1109.
  20. H.C. Shin, S.K. Cho, S.C. Yang, J.M. Lee, (2009). The Effects of the Wave Propagation Path of Ground Vibration Induced by the Subway Train on the Reduction of Vibration Level, Journal of the Korean Society for Railway, Vol. 12, No. 5, pp. 631-640.
  21. S.H. Lee, J.W. Lee, S.S. Won, (2012). The Review of Reinforced Trackbed Thickness Standard(suggestion) Based on Train Speed, 2012 Spring Conference of the Korean Society for Railway, Vol. 2012. No. 5, pp.1514-1521.
  22. Y.H. Kim, S.S. Jeong, H.I. Seol, Y.A. Han, (2008). Analysis of Allowable Settlement on Tracks of High Speed Railway, Journal of the Korean geotechnical society, Vol. 24, No. 11, pp. 25-34.
  23. J.S. Choi, (2005). Fundamental Study on Analysis of the Bonding Effect on Asphalt Pavement, Journal of the Korean Society of Road Engineers, Vol. 7, No. 3, pp. 11-21.
  24. J.R. Shin, (2010). Vibration Reduction of High-Speed Railway Bridges by Adding Size-Adjusted Vehicles, PhD Thesis, KAIST.
  25. B.S. Lee, Y.J. Lin, S.H. Lee, J.W. Lee, (2012). Analyses of Stiffness and Vibration of Asphalt Mixtures used as Trackbedfoundation, 2012 Autumn Conference of the Korean Society for Railway, Vol. 2012, No. 10, pp.536-541.

Cited by

  1. Optimisation of bitumen emulsion properties for ballast stabilisation vol.67, pp.327, 2017, https://doi.org/10.3989/mc.2017.04416