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Investigation of The Effect of Elastic Modulus of Material for Ballasted Railway Double Railway Track Using Numerical Analysis

International Journal of Civil Engineering
© 2025 by SSRG - IJCE Journal
Volume 12 Issue 12
Year of Publication : 2025
Authors : Nirmal Chandra Roy, Md. Abu Sayeed
10.14445/23488352/IJCE-V12I12P113
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How to Cite?

Nirmal Chandra Roy, Md. Abu Sayeed, "Investigation of The Effect of Elastic Modulus of Material for Ballasted Railway Double Railway Track Using Numerical Analysis," SSRG International Journal of Civil Engineering, vol. 12,  no. 12, pp. 143-150, 2025. Crossref, https://doi.org/10.14445/23488352/IJCE-V12I12P113

Abstract:

Railways have been the preferred means of public transit as highway traffic congestion has increased, leading to a global demand for quicker and heavier trains. However, single-track railway systems are usually unable to meet these growing demands. Double-track railroad systems were constructed in order to get around this problem. Significant vibrations are caused in the railway track system by high-speed trains and large axle loads, which increases the danger of track damage and catastrophe. The behavior of ballasted double-track foundations at various speeds must be thoroughly understood in order to improve the safety and operational dependability of high-speed trains. This study performs a Three-Dimensional (3D) numerical simulation to assess the dynamic response of ballasted double-track railway systems under high-speed train loads. Key design parameters influencing track performance are also examined. The results are analyzed, visualized, and their practical implications for high-speed railway design and maintenance are discussed. Finally, regression analysis revealed that a strong linear relationship is found between the mean displacement and modulus of elasticity of materials (R- 0.962), and between distance and displacement (R- 0.869 to 0.974) for three different moduli of elasticity.

Keywords:

Ballasted double railway track, Displacement, High-Speed Trains, Numerical Modelling, Traffic congestion.

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