Abstract
Ballastless railway track has been recently recognized as a feasible solution that increases stability of the railway track and also reduces the cost of maintenance. However, little attention has been paid in past studies to understand how this railway track responses to moving trains traveling at low and high velocity. In addition, there is no research that reports how the interference of two moving trains affects the settlement and critical velocity of the ballastless railway track. This paper utilizes a calibrated three-dimensional finite element model to investigate the settlement of a ballastless railway track subjected on one moving train and two adjacent moving trains. It was found that the settlement of the ballastless railway track remarkably affected by train speed, and thus, there is a critical velocity at which the maximum settlement occurs. In addition, it has been observed that the interference remarkably rises the settlement of the railway track, where the highest percentage increase is recorded at a distance between trains of 1.0 m, and it is equal to 68%. However, this percentage decreases as the distance between the two trains increases. In addition, the percentage increase of the settlement due to the interference is sensitive to the train velocity and is slightly influenced by the subgrade stiffness. On the other hand, the interference did not noticeably influence the critical velocity of the railway track. The findings of this paper emphasize on the importance of considering the interference of adjacent trains for a safe and robust design of ballastless railway tracks.
Similar content being viewed by others
Data availability
Data used in this research are available upon request.
References
Alzabeebee S (2020) Numerical analysis of the interference of two active machine foundations. Geotech Geol Eng 38(5):5043–5059
Alzabeebee S (2021) Influence of soil model complexity on the seismic response of shallow foundations. Geomech Eng 24(2):193–203
Alzabeebee S (2022) 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. Trans Infrastruct Geotechnol. https://doi.org/10.1007/s40515-022-00231-9
Alzabeebee S (2022) Numerical assessment of the critical velocity of a ballasted railway track. Innov Infrastruct Solut 7(5):1–9
Alzabeebee S, Chapman DN, Faramarzi A (2018) A comparative study of the response of buried pipes under static and moving loads. Trans Geotech 15:39–46
Atalan M, Prendergast LJ, Grizi A, Thom N (2022) A review of numerical models for slab-asphalt track railways. Infrastructures 7(4):59
Bian X, Duan X, Li W, Jiang J (2021) Track settlement restoration of ballastless high-speed railway using polyurethane grouting: full-scale model testing. Trans Geotech 26:100381
Bian X, Jiang H, Cheng C, Chen Y, Chen R, Jiang J (2014) Full-scale model testing on a ballastless high-speed railway under simulated train moving loads. Soil Dyn Earthq Eng 66:368–384
Dash SK, Majee A (2021) Geogrid reinforcement for stiffness improvement of railway track formation over clay subgrade. Int J Geomech 21(9):04021163
Fattah MY, Al-Qaissi MR, Aswad MF (2020) Settlement of railway track on reinforced ballast overlain by clayey. J Trans Logistics 5(2):105–128
Fattah MY, Mahmood MR, Aswad MF (2017) Experimental and numerical behavior of railway track over geogrid reinforced ballast underlain by soft clay. In: International Congress and Exhibition" Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology" (pp. 1–26). Springer, Cham.
Fattah MY, Mahmood MR, Aswad MF (2019) Stress distribution from railway track over geogrid reinforced ballast underlain by clay. Earthq Eng Eng Vib 18(1):77–93
Fattah MY, Mahmood MR, Aswad MF (2020b) Effect of track speed on the behavior of railway track ballast system underlain by clay. In: IOP Conference Series: Materials Science and Engineering, 737(1), p. 012114).
Fattah MY, Mahmood MR, Aswad MF (2022) Stress waves transmission from railway track over geogrid reinforced ballast underlain by clay. Struct Monit Maint 9(1):1–27
Fernández Ruiz J, Alves Costa P, Calçada R, Medina Rodríguez LE, Colaço A (2017) Study of ground vibrations induced by railway traffic in a 3D FEM model formulated in the time domain: experimental validation. Struct Infrastruct Eng 13(5):652–664
Fernández -Ruiz J, Miranda M, Castro J, Rodri´gues LM (2021b) Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length. Trans Geotech 30.
Fernández-Ruiz J, Medina Rodríguez LE, Alves Costa P, Martínez-Díaz M (2021) Benchmarking of two three-dimensional numerical models in time/space domain to predict railway-induced ground vibrations. Earthq Eng Eng Vib 20(1):245–256
Fernández-Ruiz J, Castanheira-Pinto A, Costa PA, Connolly DP (2022) Influence of non-linear soil properties on railway critical speed. Constr Build Mater 335:127485
Hadi MA, Alzabeebee S (2022) Development of a finite element model to study the settlement of ballasted railway tracks subjected to two adjacent moving trains. Trans Infrastruct Geotechnol. https://doi.org/10.1007/s40515-022-00245-3
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.
Hu J, Bian X, Xu W, Thompson D (2019) Investigation into the critical speed of ballastless track. Trans Geotech 18:142–148
Jayasiri NS, Chao KC, Phien-Wej N, Duangsano O, Asanprakit A (2022) Design and analysis of tunnel cross-passage openings: 3D finite element analysis versus 3D shell-spring approach. Innov Infrastruct Solut 7(3):1–21
Jiang H, Li Y, Wang Y, Yao K, Yao Z, Xue Z, Geng X (2022) Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement. Trans Geotech 33:100721
Khan MR, Dasaka SM (2020) Characterisation of high-speed train vibrations in ground supporting ballasted railway tracks. Trans Infrastruct Geotechnol 7(1):69–84
Khan MR, Dasaka SM (2020) Spatial variation of ground vibrations in ballasted high-speed railway embankments. Trans Infrastruct Geotechnol 7(3):354–377
Khan MR, Dasaka SM (2020) Temporal variation of ground-borne vibrations in ballasted high-speed railway embankments. Trans Infrastruct Geotechnol 7(2):224–242
Khan MR, Dasaka SM (2022) High-speed train vibrations in the sub-soils supporting ballasted rail corridors. Trans Infrastruct Geotechnol. https://doi.org/10.1007/s40515-021-00218-y
Li L, Nimbalkar S, Zhong R (2018) Finite element model of ballasted railway with infinite boundaries considering effects of moving train loads and Rayleigh waves. Soil Dyn Earthq Eng 114:147–153
Sayeed MA, Shahin MA (2016) Three-dimensional numerical modelling of ballasted railway track foundations for high-speed trains with special reference to critical speed. Trans Geotech 6:58
Sayeed MA, Shahin MA (2016b) Investigation into impact of train speed for behavior of ballasted railway track foundations. Procedia Engineering, 143.
Sayeed MA, Shahin MA (2018) Design of ballasted railway track foundations using numerical modelling. Part I: Dev Can Geotech J 55(3):353–368
Sayeed MA, Shahin MA (2018) Design of ballasted railway track foundations using numerical modelling. Part II: Appl Can Geotech J 55(3):369–396
Shahraki M, Warnakulasooriya C, Witt KJ (2015) Numerical study of transition zone between ballasted and ballastless railway track. Trans Geotech 3:58–67
Shan Y, Huang A, Qin X, Zhou S, Zhou X (2022) Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions. Trans Geotech 100821.
Steenbergen MJMM, Metrikine AV, Esveld C (2007) Assessment of design parameters of a slab track railway system from a dynamic viewpoint. J Sound Vib 306(1–2):361–371
Sun Q, Indraratna B, Grant J (2020) Numerical simulation of the dynamic response of ballasted track overlying a tire-reinforced capping layer. Front Built Environ 6:6
Thakur A, Rawat S, Gupta AK (2021) Experimental and numerical modelling of group of geosynthetic-encased stone columns. Innov Infrastruct Solut 6(1):1–17
Wan Z, Xu W, Zhang Z, Zhao C, Bian X (2022) In-situ investigation on mud pumping in ballastless high-speed railway and development of remediation method. Trans Geotech 33:100713
Wang J, Zhou Y, Wu T, Wu X (2019) Performance of cement asphalt mortar in ballastless slab track over high-speed railway under extreme climate conditions. Int J Geomech 19(5):04019037
Wang T, Luo Q, Liu M, Wang L, Qi W (2020) Physical modeling of train-induced mud pumping in substructure beneath ballastless slab track. Trans Geotech 23:100332
Xin L, Mingzhou B, Zijun W, Pengxiang L, Hai S, Ye Z (2021) Dynamic response and stability analysis of high-speed railway subgrade in karst areas. IEEE Access 9:129188–129206
Zakaria WA, Abbas HO (2022) Numerical analysis of tunneling influences progress on soft clay bearing a raft foundation. Innov Infrastruct Solut 7(5):1–8
Zhang L, Ou Q, Zhou S (2020) Analytical study of the dynamic response of a double-beam model for a geosynthetic-reinforced embankment under traffic loads. Comput Geotech 118:103330
Zhang W, Han L, Feng L, Ding X, Wang L, Chen Z, Liu H, Aljarmouzi A, Sun W (2020) Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests. Soil Dyn Earthq Eng 136:106118
Han L, Liu H, Zhang W, Ding X, Chen Z, Feng L, Wang Z (2022) Seismic behaviors of utility tunnel-soil system: with and without joint connections. Underground Space 7(5):798–811
Funding
No funding was received for conducting this study.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no conflict of interest associated with this submission.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Alzabeebee, S., Hadi, M.A. & Keawsawasvong, S. Influence of interference of moving trains on the settlement and critical velocity of ballastless railway track. Innov. Infrastruct. Solut. 8, 13 (2023). https://doi.org/10.1007/s41062-022-00991-w
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s41062-022-00991-w