Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks

Ballasted railway track is an important factor that forms railway transportation over the world, which may face severe damage during operation due to the deterioration of the track ballast geometry. A practical method of evaluating train moving load-induced vertical superimposed stress in substructu...

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Main Authors: Heng Wang, Ling-Ling Zeng, Xia Bian, Zhen-Shun Hong
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/3428395
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author Heng Wang
Ling-Ling Zeng
Xia Bian
Zhen-Shun Hong
author_facet Heng Wang
Ling-Ling Zeng
Xia Bian
Zhen-Shun Hong
author_sort Heng Wang
collection DOAJ
description Ballasted railway track is an important factor that forms railway transportation over the world, which may face severe damage during operation due to the deterioration of the track ballast geometry. A practical method of evaluating train moving load-induced vertical superimposed stress in substructure by incorporating the effects of ballast characteristics and multilayered substructure is presented. The proposed method is validated by comparing with the field measurements compiled from the literature with the calculated value. It is found that the prediction accuracy of the proposed method is within ±10%, in comparison with field measurements. Meanwhile, it should be emphasized that the predicted value by traditional methods was 1.4–5.0 times field measurements. Also, key factors affecting the predicted accuracy are identified through parameter analysis by using the proposed and the traditional methods.
format Article
id doaj-art-74a93a6afb904c8aa9386ebfc1cf14e0
institution Kabale University
issn 1687-8086
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language English
publishDate 2020-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-74a93a6afb904c8aa9386ebfc1cf14e02025-02-03T05:53:10ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/34283953428395Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway TracksHeng Wang0Ling-Ling Zeng1Xia Bian2Zhen-Shun Hong3School of Civil Engineering, Fujian University of Technology, Fuzhou 350108, ChinaCollege of Civil Engineering and Architecture, Zhejiang University of Technology, Hanzhou 310014, ChinaKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, ChinaInstitute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing 210096, ChinaBallasted railway track is an important factor that forms railway transportation over the world, which may face severe damage during operation due to the deterioration of the track ballast geometry. A practical method of evaluating train moving load-induced vertical superimposed stress in substructure by incorporating the effects of ballast characteristics and multilayered substructure is presented. The proposed method is validated by comparing with the field measurements compiled from the literature with the calculated value. It is found that the prediction accuracy of the proposed method is within ±10%, in comparison with field measurements. Meanwhile, it should be emphasized that the predicted value by traditional methods was 1.4–5.0 times field measurements. Also, key factors affecting the predicted accuracy are identified through parameter analysis by using the proposed and the traditional methods.http://dx.doi.org/10.1155/2020/3428395
spellingShingle Heng Wang
Ling-Ling Zeng
Xia Bian
Zhen-Shun Hong
Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
Advances in Civil Engineering
title Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
title_full Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
title_fullStr Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
title_full_unstemmed Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
title_short Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
title_sort train moving load induced vertical superimposed stress at ballasted railway tracks
url http://dx.doi.org/10.1155/2020/3428395
work_keys_str_mv AT hengwang trainmovingloadinducedverticalsuperimposedstressatballastedrailwaytracks
AT linglingzeng trainmovingloadinducedverticalsuperimposedstressatballastedrailwaytracks
AT xiabian trainmovingloadinducedverticalsuperimposedstressatballastedrailwaytracks
AT zhenshunhong trainmovingloadinducedverticalsuperimposedstressatballastedrailwaytracks