Communications - Scientific Letters of the University of Zilina 2019, 21(2):81-88 | DOI: 10.26552/com.C.2019.2.81-88

Laboratory Evaluation of Railway Ballast Consolidation by the Non-Destructive Testing

Mykola Sysyn1, Vitalii Kovalchuk2, Ulf Gerber1, Olga Nabochenko2, Bogdan Parneta3
1 Institute of Railway Systems and Public Transport, Technical University of Dresden, Germany
2 Department of the rolling stock and track, Lviv branch of Dnipropetrovsk National University of Railway Transport, Lviv, Ukraine
3 Department of Construction industry, Lviv Polytechnic National University, Lviv, Ukraine

The property of railway track to resist the irreversible deformation for a long-term operational loading considerably depends on the ballast layer. The ballast layer is the element of a railway track whose mechanical properties and state are formed in-situ with the help of the ballast cleaning, tamping and distributing machines. The varied properties of the ballast material to obtain the form during the maintenance and retain it during the operation are equally important for the ballast layer. The control over the processes of the ballast consolidation and deconsolidation by means of measurement methods could potentially provide great possibilities for improvement of its properties both during the maintenance and operation. The paper deals with an experimental study of the railway ballast consolidation and deconsolidation processes under the vibration loading of the sleeper. A non-destructive measurement method is proposed to investigate the distribution of the ballast consolidation along the sleeper. The method is based on the measurement of time of mechanical wave propagation. Modern low-cost sensors and powerful microcontroller techniques enable creating smart measurement systems for automatic multi-point data acquisition, online processing and statistical estimation of the ballast consolidation distribution.

Keywords: railway ballast; tamping; consolidation; wave propagation; seismic method; non-destructive measurement

Received: February 13, 2019; Accepted: March 5, 2019; Published: May 24, 2019  Show citation

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Sysyn, M., Kovalchuk, V., Gerber, U., Nabochenko, O., & Parneta, B. (2019). Laboratory Evaluation of Railway Ballast Consolidation by the Non-Destructive Testing. Communications - Scientific Letters of the University of Zilina21(2), 81-88. doi: 10.26552/com.C.2019.2.81-88
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References

  1. IZVOLT, L., HARUSINEC, J., SMALO, M. Optimisation of transition areas between ballastless track and ballasted track in the area of the tunnel Turecky vrch. Communications - Scientific Letters of the University of Zilina [online]. 2018, 20(3), p. 67-76. ISSN 1335-4205/eISSN 2585-7878. Available from: http://komunikacie.uniza.sk/index.php/communications/article/view/256 Go to original source...
  2. WANG, H., MARKINE, V. Modelling of the long-term behaviour of transition zones: prediction of track settlement. Engineering Structures [online]. 2018, 156, p. 294-304. ISSN 0141-0296/eISSN 0141-0296. Available from: https://doi.org/10.1016/j.engstruct.2017.11.038 Go to original source...
  3. FISCHER, S. Breakage test of railway ballast materials with new laboratory method. Periodica Polytechnica Civil Engineering [online]. 2017, 61(4), p. 794-802. ISSN 0553-6626/eISSN 1587-3773. Available from: https://doi.org/10.3311/PPci.8549 Go to original source...
  4. FISCHER, S., JUHASZ, E. Railroad ballast particle breakage with unique laboratory test method. Acta Technica Jaurinensis [online]. 2019, 12(1), 26-54. eISSN 2064-5228. Available from: https://doi.org/10.14513/actatechjaur.v12.n1.489 Go to original source...
  5. PLASEK, O., et al. Influence of under sleeper pads on track quality. Akustika. 2015, 23(1), p. 28-33. ISSN 1801-9064.
  6. NAGY, R. Description of rail track geometry deterioration process in Hungarian rail lines no. 1 and no. 140. Pollack Periodica [online]. 2017, 12(3), p. 141-156. ISSN 1788-1994/eISSN 1788-3911. Available from: https://doi.org/10.1556/606.2017.12.3.13 Go to original source...
  7. KOVALCHUK, V., et al. Estimation of carrying capacity of metallic corrugated structures of the type multiplate mp 150 during interaction with backfill soil. Eastern-European Journal of Enterprise Technologies [online]. 2018, 1/1(91), p. 18-26. ISSN 1729-3774/eISSN 1729-4061. Available from: https://doi.org/10.15587/1729-4061.2018.123002 Go to original source...
  8. IZVOLT, L., SESTAKOVA, J., SMALO, M. Analysis of results of monitoring and prediction of quality development of ballasted and ballastless track superstructure and its transition areas. Communications - Scientific Letters of the University of Zilina. 2016, 18(4), p. 19-29. ISSN 1335-4205/eISSN 2585-7878. Available from: http://komunikacie.uniza.sk/index.php/communications/article/view/284 Go to original source...
  9. NABOCHENKO, O., et al. Studying the railroad track geometry deterioration as a result of an uneven subsidence of the ballast layer. Eastern-European Journal of Enterprise Technologies [online]. 2019, 1/7(97), p. 50-59. ISSN 1729-3774/eISSN 1729-4061. Available from: https://doi.org/10.15587/1729-4061.2019.154864 Go to original source...
  10. SYSYN, M., et al. Modelling and vehicle based measurements of ballast settlements under the common crossing. European Transport [online]. 2019, 71, p. 1-19. ISSN 1825-3997. Available from: http://www.istiee.org/te/
  11. GERBER, U., FENGLER, W. Setzungsverhalten des Schotters / Settlement behaviour of ballast (in German). Eisenbahntechnische Rundschau. 2010, 59(4), p. 170-175. ISSN 0013-2845.
  12. SYSYN, M., et al. The complex phenomenological model for prediction of inhomogeneous deformations of railway ballast layer after tamping works. Archives of Transport [online]. 2018, 47(3), p. 91-107. ISSN 0866-9546/eISSN 2300-8830. Available from: https://doi.org/10.5604/01.3001.0012.6512 Go to original source...
  13. HOLTZENDORFF, K. Untersuchung des Setzungsverhaltens von Bahnschotter und der Hohllagenentwicklung auf Schotterfahrbahnen. /Investigation of the settlement behavior of railway ballast and voids development on ballasted tracks (in German). Ph.D. thesis, TU Berlin. 2013.
  14. WANG, B., MARTIN, U., RAPP, S. Vibration characteristic analysis of ballast with different aspect ratios by means of the discrete element method. In: WALUBITA, L. F., HOLLERAN, I., MWANZA, A. D. (eds.): Geo-China 2016: Resilient Railroad Materials and Structures to Mitigate Climate Change. Geotechnical Special Publication (268 GSP), 2016, p. 16-23. eISBN 9780784480113. Go to original source...
  15. SMUTNY, J., NOHAL, V. Vibration analysis in the gravel ballast by measuring stone method. Akustika. 2016, 25(1), p. 22-28. ISSN 1801-9064.
  16. SADEGHI, J. Field investigation on dynamics of railway track pre-stressed concrete sleepers. Advances in Structural Engineering [online]. 2010, 13(1), p. 139-151. ISSN 1369-4332/eISSN 2048-4011. Available from: https://doi.org/10.1260/1369-4332.13.1.139 Go to original source...
  17. LAM, H., WONG, M. Railway ballast diagnose through impact hammer test. Procedia Engineering - The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction : proceedings [online]. Vol 14. Elsevier, 2011. ISSN 1877-7058, p. 185-194. Available from: https://doi.org/10.1016/j.proeng.2011.07.022 Go to original source...
  18. BOLD, R. D. Non-destructive evaluation of railway trackbed ballast. PhD Thesis, Institute for Infrastructure and Environment, School of Engineering, University of Edinburgh, 2011.
  19. PARK, C. B., MILLER, R. D., RYDEN, N. Roadside seismic survey utilizing traffic noise. NDE Conference on Civil Engineering : proceedings. St. Louis, MO, USA, 2006, p. 323-334.
  20. SUSSMANN, T. R., et al. Use of seismic surface wave testing to assess track substructure condition. Construction and Building Materials [online]. 2017, 155, p. 1250-1255. ISSN 0950-0618/eISSN 1879-0526. Available from: https://doi.org/10.1016/j.conbuildmat.2017.02.077 Go to original source...
  21. SYSYN, M., et al. Turnout monitoring with vehicle based inertial measurements of operational trains: a machine learning approach. Communications - Scientific Letters of the University of Zilina [online]. 2019, 21(1), p. 42-48. ISSN 1335-4205/eISSN 2585-7878. Available from: http://komunikacie.uniza.sk/index.php/communications/article/view/1166 Go to original source...
  22. SYSYN, M., KOVALCHUK, V., JIANG, D. Performance study of the inertial monitoring method for railway turnouts. International Journal of Rail Transportation [online]. 2019, 7(2), p. 103-116. ISSN 2324-8378/eISSN 2324-8386. Available from: https://doi.org/10.1080/23248378.2018.1514282 Go to original source...
  23. SYSYN, M., et al. Evaluation of railway ballast layer consolidation after maintenance works. Acta Polytechnica [online]. 2019, 58(6), p. 1-16, 2019. ISSN 1210-2709/eISSN 1805-2363. Available from: https://doi.org/10.14311/AP.2019.59.0077 Go to original source...
  24. DAHM, T. Grundlagen der Geophysik / Basics of Geophysics (in German). Lecture Notes [online]. Potsdam: Deutsches GeoForschungs Zentrum GFZ, 2005. Available from: https://doi.org/10.2312/GFZ.2.1.2015.001

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