DOI QR코드

DOI QR Code

Three-dimensional finite element analysis of the interference of adjacent moving trains resting on a ballasted railway track system

  • Marwah Abbas Hadi (Department of Roads and Transport Engineering, University of Al-Qadisiyah) ;
  • Saif Alzabeebee (Department of Roads and Transport Engineering, University of Al-Qadisiyah) ;
  • Suraparb Keawsawasvong (Department of Civil Engineering, Thammasat School of Engineering, Thammasat University)
  • Received : 2022.10.31
  • Accepted : 2023.02.07
  • Published : 2023.03.10

Abstract

High-speed trains became common nowadays due to the need for fast and safe mean to transport goods and people. However, the use of high-speed trains necessitates the examination of the critical speed, which is the train speed at which the maximum settlement of the railway track occurs. The critical speed and railway track settlement have been investigated considering only one train in previous studies. However, it is normal to have two adjacent trains moving at the same time. This paper aims to understand how the interference of two moving trains affects the settlement and critical speed of ballasted railway track. Calibrated three-dimensional finite element models of railway track subjected to one moving train and two moving trains have been developed to address the aim of the study. It is found that the interference dramatically increases the railway track settlement with a percentage increase ranges between 5 and 100%. It is also found that the percentage increase of the railway track settlement depends on the train speed and the distance between the moving trains. In addition, it is found that the thickness of the ballast layer and the stiffness of the subgrade have minor influence on the percentage increase of the settlement. Importantly, the results of this paper illustrate the importance of the interference of the moving trains on the dynamic response of the railway track. Thus, there is a need to consider the dynamic interaction between the adjacent moving trains in the design of railway track foundation.

Keywords

Acknowledgement

This work was supported by the Thailand Science Research and Innovation Fundamental Fund fiscal year 2023.

References

  1. Al-Jeznawi, D., Jais, I.B.M., Albusoda, B.S., Alzabeebee, S., Keawsawasvong, S. and Khalid, N. (2023), "Numerical study of the seismic response of closed-ended pipe pile in cohesionless soils", Transp. Infrastruct. Geotech., https://doi.org/10.1007/s40515-022-00273-z.
  2. Alzabeebee, S. (2020a), "Numerical analysis of the interference of two active machine foundations", Geotech. Geol. Eng., 38(5), 5043-5059. https://doi.org/10.1007/s10706-020-01347-w.
  3. Alzabeebee, S. (2020b), "Dynamic response and design of a skirted strip foundation subjected to vertical vibration", Geomech. Eng., 20(4), 345-358. https://doi.org/10.12989/gae.2020.20.4.345
  4. Alzabeebee, S. (2022a), "Calibration of a finite element model to predict the dynamic response of a railway track bed subjected to low- and high-speed moving train loads", Transp. Infrastruct. Geotech., https://doi.org/10.1007/s40515-022-00231-9.
  5. Alzabeebee, S. (2022b), "Numerical assessment of the critical velocity of a ballasted railway track", Innov. Infrastruct. Solut. 7, 315. https://doi.org/10.1007/s41062-022-00921-w.
  6. Alzabeebee, S., Alshibany, S.M. and Keawsawasvong, S. (2022), "Influence of using tire-derived aggregate on the structural performance of buried concrete pipe under embankment load", Geotechnics, 2(4), 989-1002. https://doi.org/10.3390/geotechnics2040046.
  7. Alzabeebee, S., Chapman, D.N. and Faramarzi, A. )2018(, "A comparative study of the response of buried pipes under static and moving loads", Transp. Geotech., 15, 39-46. https://doi.org/10.1016/j.trgeo.2018.03.001.
  8. Alzabeebee, S., Hadi, M.A. and Keawsawasvong, S. (2023), "Influence of interference of moving trains on the settlement and critical velocity of ballastless railway track", Innov. Infrastruct. Solut. 8, 13. https://doi.org/10.1007/s41062-022-00991-w.
  9. Argyroudis, S.A., Mitoulis, S.Α., Winter, M.G. and Kaynia, A.M. (2019), "Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience", Reliab. Eng. Sys. Safe., 191, 106567. https://doi.org/10.1016/j.ress.2019.106567.
  10. Chango, I.V.L., Assogba, O.C. and Yan, M. (2022), "Estimating static and dynamic stress distribution in a railway embankment reinforced by geogrid and supported by pile system", Transp. Infrastruct. Geotech., https://doi.org/10.1007/s40515-021-00222-2.
  11. Chen, Z., Yang, P., Liu, H., Zhang, W. and Wu, C. (2019), "Characteristics analysis of granular landslide using shaking table model test", Soil Dyn. Earth. Eng., 126, 105761. https://doi.org/10.1016/j.soildyn.2019.105761.
  12. Fernandez-Ruiz, J., Miranda, M., Castro, J. and Rodrigues, L.M. (2021), "Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length", Transp. Geotech., 30. https://doi.org/10.1016/j.trgeo.2021.100628.
  13. Foinquinos, R. and Roesset, J.M. (2000), "Elastic layered half-spaces subjected to dynamic surface loads", (Eds., Kausel, E. and Manolis, G.), Wave Motion in Earthquake Engineering. WIT Press, England.
  14. Forcellini, D. (2020), "A resilience-based methodology to assess soil structure interaction on a benchmark bridge", Infrastructures, 5(11), 90. https://doi.org/10.3390/infrastructures5110090
  15. Forcellini, D. and Alzabeebee, S. (2022), "Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration", Bull. Earthq. Eng., https://doi.org/10.1007/s10518-022-01356-5.
  16. Gao, G.Y., Chen, Q.S., He, J.F. and Liu, F. (2012), "Investigation of ground vibration due to trains moving on saturated multi-layered ground by 2.5D finite element method", Soil Dyn. Earth. Eng., 40, 87-98. https://doi.org/10.1016/j.soildyn.2011.12.003.
  17. Hadi, M.A. and Alzabeebee, S. (2022), "Development of a finite element model to study the settlement of ballasted railway tracks subjected to two adjacent moving trains", Transp. Infrastruct. Geotech., https://doi.org/10.1007/s40515-022-00245-3.
  18. Hall, L. (2000), "Simulation and analysis of train-induced ground vibration: a comparative study of two and three-dimensional calculations with actual measurements", PhD Thesis, Royal institute of technology, Sweden.
  19. Han, L., Liu, H., Zhang, W., Ding, X., Chen, Z., Feng, L. and Wang, Z. (2022), "Seismic behaviors of utility tunnel-soil system: With and without joint connections", Undergr. Sp., 7(5), 798-811. https://doi.org/10.1016/j.undsp.2021.08.001.
  20. Hasan, S.A. (2013), "Analysis of pile-raft foundations for Burj Al-Amir in a Najaf City", Al-Qadisiyah J. Eng. Sci., 6(2), 148-164.
  21. Holm, S. and Riis, A.E. (2014), "Dynamic amplification of deformations in railways due to high-speed traffic on soft ground", Master Thesis, Aalborg University, Denmark.
  22. Hu, J., Bian, X. and Jiang, J. (2016), "Critical velocity of high-speed train running on soft soil and induced dynamic soil response", Proced. Eng., 143, 1034-1042. https://doi.org/10.1016/j.proeng.2016.06.102.
  23. Hu, J., Bian, X., Xu, W. and Thompson, D. (2018), "Investigation into the critical speed of ballastless track", Transp. Geotech., 18, 142-148. https://doi.org/10.1016/j.trgeo.2018.12.004.
  24. Jiang, H., Li, Y., Wang, Y., Yao, K., Yao, Z., Xue, Z. and Geng, X. (2022), "Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement", Transp. Geotech., 33, 100721. https://doi.org/10.1016/j.trgeo.2022.100721.
  25. Khan, M.R. and Dasaka, S.M. (2020b), "Spatial variation of ground vibrations in ballasted high-speed railway embankments", Transp. Infrastruct. Geotech., 7(3), 354-377. https://doi.org/10.1007/s40515-020-00126-7.
  26. Khan, M.R. and Dasaka, S.M. (2020c), "Temporal variation of ground-borne vibrations in ballasted high-speed railway embankments", Transp. Infrastruct. Geotech., 7(2), 224-242. https://doi.org/10.1007/s40515-019-00100-y.
  27. Khan, M.R. and Dasaka, S.M. (2022), "High-speed train vibrations in the sub-soils supporting ballasted rail corridors", Transp. Infrastruct. Geotech., https://doi.org/10.1007/s40515-021-00218-y.
  28. Khan, M.R. and Dasaka, S.M., (2020a), "Characterisation of high-speed train vibrations in ground supporting ballasted railway tracks", Transp. Infrastruct. Geotech., 7(1), 69-84. https://doi.org/10.1007/s40515-019-00091-w.
  29. Li, L., Nimbalkar, S. and Zhong, R. (2018), "Finite element model of ballasted railway with infinite boundaries considering effects of moving train loads and Rayleigh waves", Soil Dyn. Earth. Eng., 114, 149. https://doi.org/10.1016/j.soildyn.2018.06.033.
  30. Li, Z., Li, S., Lv, J. and Li, H. (2015), "Condition assessment for high-speed railway bridges based on train-induced strain response", Struct. Eng. Mech., 54(2), 199-219. https://doi.org/10.12989/sem.2015.54.2.199.
  31. Lv, Y., Liu, H., Ng, C.W., Ding, X. and Gunawan, A. (2014), "Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation", Comput. Geotech., 55, 365-377. https://doi.org/10.1016/j.compgeo.2013.09.019.
  32. Lysmer, J. and Kuhlemeyer, R.L. (1969), "Finite dynamic model for infinite media", J. Eng. Mech. Div., 95(4), 859-877. https://doi.org/10.1061/JMCEA3.0001144.
  33. Madshus, C. and Kaynia, A.M. (2000), "High speed railway lines on soft ground: Dynamic behaviour at critical train speed", J. Sound Vib., 231. https://doi.org/10.1006/jsvi.1999.2647.
  34. Malmborg, J., Persson, P. and Persson, K. (2022), "Numerical investigation of railway subgrade stiffening: critical speed and free-field vibrations", Transp. Geotech., 100748. https://doi.org/10.1016/j.trgeo.2022.100748.
  35. Mandeel, S.A.H., Mekkiyah, H.M. and Fadhil, A. (2020), "Bearing capacity of square footing resting on layered soil", Al-Qadisiyah J. Eng. Sci., 13(4), 306-313. https://doi.org/10.30772/qjes.v13i4.700.
  36. Mellat, P., Andersson, A., Pettersson, L. and Karoumi, R. (2014), "Dynamic behaviour of a short span soil-steel composite bridge for high-speed railways-Field measurements and FE-analysis", Eng. Struct., 69, 49-61. https://doi.org/10.1016/j.engstruct.2014.03.004.
  37. Minaie, E. and Moon, F. (2017), "Practical and simplified approach for quantifying bridge resilience", J. Infrastruct. Sys., 23(4), 04017016. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000374.
  38. Moghadam, M.J. and Ashtari, K. (2020), "Numerical analysis of railways on soft soil under various train speeds", Transp. Infrastruct. Geotech., 7(1), 103-125. https://doi.org/10.1007/s40515-019-00092-9.
  39. Mosayebi, S.A., Zakeri, J.A. and Esmaeili, M. (2017), "Vehicle/track dynamic interaction considering developed railway substructure models", Struct. Eng. Mech., 61(6), 775-784. https://doi.org/10.12989/sem.2017.61.6.775.
  40. Sadeghi, J., Haghighi, E. and Esmaeili, M. (2021), "Performance of under foundation shock mat in reduction of railway-induced vibrations", Struct. Eng. Mech., 78(4),. 425-437. https://doi.org/10.12989/sem.2021.78.4.425
  41. Sayeed, M.A. and Shahin, M.A. (2016a), "Three-dimensional numerical modelling of ballasted railway track foundations for high-speed trains with special reference to critical speed", Transp. Geotech., 6, 58. https://doi.org/10.1016/j.trgeo.2016.01.003.
  42. Sayeed, M.A. and Shahin, M.A. (2016b), "Investigation into impact of train speed for behavior of ballasted railway track foundations", Proced. Eng., 143. https://doi.org/10.1016/j.proeng.2016.06.131.
  43. Sayeed, M.A. and Shahin, M.A. (2018a), "Design of ballasted railway track foundations using numerical modelling. Part I: Development", Can. Geotech. J., 55(3), 353-368. https://doi.org/10.1139/cgj-2016-0634.
  44. Sayeed, M.A. and Shahin, M.A. (2018b), "Design of ballasted railway track foundations using numerical modelling. Part II: Applications", Can. Geotech. J., 55(3), 369-396. https://doi.org/10.1139/cgj-2016-0634.
  45. Sayeed, M.A. and Shahin, M.A. (2022), "Dynamic response analysis of ballasted railway track-ground system under train moving loads using 3D finite element numerical modelling", Transp. Infrastruct. Geotech., https://doi.org/10.1007/s40515-022-00238-2.
  46. Shahraki, M. (2019), "Numerical analysis of soil behavior and stone columns effects on the railway track", PhD thesis, Bauhaus-Universitat Weimar, Germany.
  47. Wang, L., Wang, P., Wei, K., Dollevoet, R. and Li, Z. (2022), "Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests", Transp. Geotech., 34, 100734. https://doi.org/10.1016/j.trgeo.2022.100734.
  48. Wang, R., Hu, Z., Ma, J., Ren, X., Li, F. and Zhang, F. (2021), "Dynamic Response and Long-Term Settlement of a Compacted Loess Embankment under Moving Train Loading", KSCE J. Civ. Eng., 25(11), 4075-4087. https://doi.org/10.1007/s12205-021-1023-8.
  49. Xin, L., Mingzhou, B., Zijun, W., Pengxiang, L., Hai, S. and Ye, Z. (2021), "Dynamic response and stability analysis of high-speed railway subgrade in Karst areas", IEEE Access, 9, 129188-129206. https://doi.org/10.1109/ACCESS.2021.3113706.
  50. Zhang, W.G., Meng, F.S., Chen, F.Y. and Liu, H.L. (2021), "Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis", Soil Dyn. Earth. Eng., 146, 106735. https://doi.org/10.1016/j.soildyn.2021.106735.