Investigation into impact of train speed for behaviour of ballasted railway track foundations

Traffic congestion of highways in many countries around the world has led railways to become the most popular means of public transportation, which increased the demand for faster and heavier trains. High-speed trains and heavy train loads are normally accompanied with strong vibrations in the track...

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Main Authors: Sayeed, M., Shahin, Mohamed
Format: Conference Paper
Published: 2016
Online Access:http://hdl.handle.net/20.500.11937/17541
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author Sayeed, M.
Shahin, Mohamed
author_facet Sayeed, M.
Shahin, Mohamed
author_sort Sayeed, M.
building Curtin Institutional Repository
collection Online Access
description Traffic congestion of highways in many countries around the world has led railways to become the most popular means of public transportation, which increased the demand for faster and heavier trains. High-speed trains and heavy train loads are normally accompanied with strong vibrations in the track-ground system, which increases the risk of train derailment and track damages. Therefore, to allow for safer and reliable operation of high-speed trains, an investigation into the behavior of ballasted railway track foundations subjected to train moving loads at various speeds is a subject of prime importance in design of railway tracks. In the current study, sophisticated three dimensional (3D) finite elements (FE) numerical modelling was developed to investigate the impact of train speed on the dynamic response of track-ground system. In addition, some factors of the track-ground system affecting the critical speed including the modulus and thickness of track subgrade and ballast materials, and amplitude of train loading were investigated. The results were analyzed and presented, and their practical implications were discussed.
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institution Curtin University Malaysia
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publishDate 2016
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spelling curtin-20.500.11937-175412017-09-13T15:42:22Z Investigation into impact of train speed for behaviour of ballasted railway track foundations Sayeed, M. Shahin, Mohamed Traffic congestion of highways in many countries around the world has led railways to become the most popular means of public transportation, which increased the demand for faster and heavier trains. High-speed trains and heavy train loads are normally accompanied with strong vibrations in the track-ground system, which increases the risk of train derailment and track damages. Therefore, to allow for safer and reliable operation of high-speed trains, an investigation into the behavior of ballasted railway track foundations subjected to train moving loads at various speeds is a subject of prime importance in design of railway tracks. In the current study, sophisticated three dimensional (3D) finite elements (FE) numerical modelling was developed to investigate the impact of train speed on the dynamic response of track-ground system. In addition, some factors of the track-ground system affecting the critical speed including the modulus and thickness of track subgrade and ballast materials, and amplitude of train loading were investigated. The results were analyzed and presented, and their practical implications were discussed. 2016 Conference Paper http://hdl.handle.net/20.500.11937/17541 10.1016/j.proeng.2016.06.131 fulltext
spellingShingle Sayeed, M.
Shahin, Mohamed
Investigation into impact of train speed for behaviour of ballasted railway track foundations
title Investigation into impact of train speed for behaviour of ballasted railway track foundations
title_full Investigation into impact of train speed for behaviour of ballasted railway track foundations
title_fullStr Investigation into impact of train speed for behaviour of ballasted railway track foundations
title_full_unstemmed Investigation into impact of train speed for behaviour of ballasted railway track foundations
title_short Investigation into impact of train speed for behaviour of ballasted railway track foundations
title_sort investigation into impact of train speed for behaviour of ballasted railway track foundations
url http://hdl.handle.net/20.500.11937/17541