High-speed trains are a useful friendly option for ground transportation. Railway-induced ground vibrations can have a severe impact on human health and the communities that surround rail lines. Current research is showing the problem and its solution as technology is advancing steadily, still, there are some misunderstandings. This is because the propagation of railway vibration in urban areas is complex. So, this work focuses on reducing vibration by enhancing the ballast, and sub-ballast qualities of the railway track through the use of insulation technologies. The Finite Element Method (FEM) model offers insight into how vibrations propagate over a railway track’s foundation. The FEM model can be used to forecast the frequency of vibrations. The Plaxis 3D model’s results show a reduction in vibration propagation. Sylomer is used as a damping material to absorb the vibration and block the propagation path. The application of damping material changes the track-bed system’s dynamic response, effectively decreasing vibration transmission to the surrounding soil. Stress on the surrounding soil and structure foundation is reduced by the process of vibration mitigation. Establishing a benchmark reference for soil parameters is crucial for the accurate analysis and prediction of ground behavior. By creating a detailed and standardized set of soil data, engineers and planners can better understand the characteristics and capabilities of the ground on which they intend to build.
| Published in | Journal of Civil, Construction and Environmental Engineering (Volume 9, Issue 4) |
| DOI | 10.11648/j.jccee.20240904.12 |
| Page(s) | 105-114 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Railway, PLAXIS 3D, Vibration, FEM Model, Sylomer
| [1] | Mojtaba Shahraki, Karl-Josef Witt, Mohamad Reza Salehi Sadaghiani (2014). Model quality investigations of induced moving loads of high-speed trains. |
| [2] | Correia, A. G., Cunha, J., Marcelino, J., Caldeira, L., Varandas, J., Dimitrovová, Z., Silva, M.: Dynamic analysis of rail track for high-speed trains. 2D approach. In: 5th Intl. Workshop on Application of Computational Mechanics on Geotechnical Engineering, Guimaraes, Portugal (2007). |
| [3] | Loy, H., Augustin, A., Tschann, L. (2018). Reduction of vibration emissions and secondary airborne noise with under-sleeper pads effectiveness and experiences. In Notes on Numerical Fluid Mechanics and Multidisciplinary Design (Vol. 139, pp. 595–605). Springer Verlag. |
| [4] | Ma, M., Jiang, B., Liu, W., Liu, K. (2020). Control of metro train-induced vibrations in a laboratory using periodic piles. Sustainability (Switzerland), 12(14). |
| [5] | Ouakka, S., Verlinden, O., Kouroussis, G. (2022). Railway ground vibration and mitigation measures: benchmarking of best practices. In Railway Engineering Science (Vol. 30, Issue 1). Springer. |
| [6] | Sayeed M. A. (2016). Design of Ballasted Railway Track Foundations using Numerical Modelling with Special Reference to High-Speed Trains. |
| [7] | Singh, D. v., Seth, Y. (2017). 3D Modelling of Ground Surface Vibration Induced by Underground Train Movement. Procedia Engineering, 173, 1580–1586. |
| [8] | D’Andrea, A., Loprencipe, G., Xhixha, E. (2012). Vibration Induced by Rail Traffic: Evaluation of Attenuation Properties in a Bituminous Sub-ballast Layer. Procedia - Social and Behavioral Sciences, 53, 245–255. |
| [9] | M, R. K. (2021). ANALYSIS OF VIBRATION BY RAIL TRAFFIC USING PLAXIS 3D. International Research Journal of Engineering and Technology. |
| [10] | Koch, E. (2017). 3D DYNAMIC MODELING OF RAILWAY TRANSITION ZONES IN SOFT SOIL. |
| [11] | Shahraki, M., Reza, M., Sadaghiani, S., Witt, K.-J. (2014). 3D Modelling of Train-Induced Moving Loads on an Embankment packing algorithm for widely graded random dense sphere packings View project Geotechnical Applications of fiber optical sensors View project. |
| [12] | W. H. Huang, Y. L. Sung, J. D. Lin, C. T. Hung, (2001) “Effects of Heavy Vehicle and Tire Pressure on Flexible Pavement Design in Taiwan,” Transportation Research Board 80th Annual Meeting. Jan. 7-11, Washington, D.C. |
APA Style
Sayeed, A., Saha, S. (2024). Investigating the Behaviour of Railway Track Ground Vibrations for Different Track Foundation Conditions Using FEM. Journal of Civil, Construction and Environmental Engineering, 9(4), 105-114. https://doi.org/10.11648/j.jccee.20240904.12
ACS Style
Sayeed, A.; Saha, S. Investigating the Behaviour of Railway Track Ground Vibrations for Different Track Foundation Conditions Using FEM. J. Civ. Constr. Environ. Eng. 2024, 9(4), 105-114. doi: 10.11648/j.jccee.20240904.12
AMA Style
Sayeed A, Saha S. Investigating the Behaviour of Railway Track Ground Vibrations for Different Track Foundation Conditions Using FEM. J Civ Constr Environ Eng. 2024;9(4):105-114. doi: 10.11648/j.jccee.20240904.12
Share This Article
Twitter
Linked In
Facebook
Copy
Download@article{10.11648/j.jccee.20240904.12,
author = {Abu Sayeed and Sudipta Saha},
title = {Investigating the Behaviour of Railway Track Ground Vibrations for Different Track Foundation Conditions Using FEM
},
journal = {Journal of Civil, Construction and Environmental Engineering},
volume = {9},
number = {4},
pages = {105-114},
doi = {10.11648/j.jccee.20240904.12},
url = {https://doi.org/10.11648/j.jccee.20240904.12},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20240904.12},
abstract = {High-speed trains are a useful friendly option for ground transportation. Railway-induced ground vibrations can have a severe impact on human health and the communities that surround rail lines. Current research is showing the problem and its solution as technology is advancing steadily, still, there are some misunderstandings. This is because the propagation of railway vibration in urban areas is complex. So, this work focuses on reducing vibration by enhancing the ballast, and sub-ballast qualities of the railway track through the use of insulation technologies. The Finite Element Method (FEM) model offers insight into how vibrations propagate over a railway track’s foundation. The FEM model can be used to forecast the frequency of vibrations. The Plaxis 3D model’s results show a reduction in vibration propagation. Sylomer is used as a damping material to absorb the vibration and block the propagation path. The application of damping material changes the track-bed system’s dynamic response, effectively decreasing vibration transmission to the surrounding soil. Stress on the surrounding soil and structure foundation is reduced by the process of vibration mitigation. Establishing a benchmark reference for soil parameters is crucial for the accurate analysis and prediction of ground behavior. By creating a detailed and standardized set of soil data, engineers and planners can better understand the characteristics and capabilities of the ground on which they intend to build.
},
year = {2024}
}
TY - JOUR T1 - Investigating the Behaviour of Railway Track Ground Vibrations for Different Track Foundation Conditions Using FEM AU - Abu Sayeed AU - Sudipta Saha Y1 - 2024/08/27 PY - 2024 N1 - https://doi.org/10.11648/j.jccee.20240904.12 DO - 10.11648/j.jccee.20240904.12 T2 - Journal of Civil, Construction and Environmental Engineering JF - Journal of Civil, Construction and Environmental Engineering JO - Journal of Civil, Construction and Environmental Engineering SP - 105 EP - 114 PB - Science Publishing Group SN - 2637-3890 UR - https://doi.org/10.11648/j.jccee.20240904.12 AB - High-speed trains are a useful friendly option for ground transportation. Railway-induced ground vibrations can have a severe impact on human health and the communities that surround rail lines. Current research is showing the problem and its solution as technology is advancing steadily, still, there are some misunderstandings. This is because the propagation of railway vibration in urban areas is complex. So, this work focuses on reducing vibration by enhancing the ballast, and sub-ballast qualities of the railway track through the use of insulation technologies. The Finite Element Method (FEM) model offers insight into how vibrations propagate over a railway track’s foundation. The FEM model can be used to forecast the frequency of vibrations. The Plaxis 3D model’s results show a reduction in vibration propagation. Sylomer is used as a damping material to absorb the vibration and block the propagation path. The application of damping material changes the track-bed system’s dynamic response, effectively decreasing vibration transmission to the surrounding soil. Stress on the surrounding soil and structure foundation is reduced by the process of vibration mitigation. Establishing a benchmark reference for soil parameters is crucial for the accurate analysis and prediction of ground behavior. By creating a detailed and standardized set of soil data, engineers and planners can better understand the characteristics and capabilities of the ground on which they intend to build. VL - 9 IS - 4 ER -
Department of Civil Engineering, Rajshahi University of Engineering and Technology, Rajshahi, Bangladesh
Department of Civil Engineering, Rajshahi University of Engineering and Technology, Rajshahi, Bangladesh
Information