Numerical analysis of geogrid contribution to railway track reinforcement

In this work, influence of geogrids on overall stabilization of railway tracks is studied numerically. It is expected that by geogrids implementation significant reduction in the downward propagation of stresses will be obtained, which consequently should assure more resilient long-term performance....

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Main Authors: Lanca António, Dimitrovová Zuzana, Barroso Madalena, Fontul Simona
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201821112006
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author Lanca António
Dimitrovová Zuzana
Barroso Madalena
Fontul Simona
author_facet Lanca António
Dimitrovová Zuzana
Barroso Madalena
Fontul Simona
author_sort Lanca António
collection DOAJ
description In this work, influence of geogrids on overall stabilization of railway tracks is studied numerically. It is expected that by geogrids implementation significant reduction in the downward propagation of stresses will be obtained, which consequently should assure more resilient long-term performance. In this first approach, however, only added value to the confinement level of the ballast layer is analysed, by evaluation of lateral deformations. A case study is related to a part of the Portuguese railway network. The track and the passing vehicle are modelled in commercial explicit dynamics software LS-DYNA. Firstly, the model is validated by comparison with experimental data. Then a fictitious scenario of the same track with a deteriorated region which is further rehabilitated by the geogrid placement is analysed. Different situations are compared in terms of lateral and vertical displacements at several levels, but for simplicity only rail deflections are shown here.
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spelling doaj.art-8ac5caab6eae474db595f6c3346b4c712022-12-21T18:18:31ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012111200610.1051/matecconf/201821112006matecconf_vetomacxiv2018_12006Numerical analysis of geogrid contribution to railway track reinforcementLanca AntónioDimitrovová ZuzanaBarroso MadalenaFontul SimonaIn this work, influence of geogrids on overall stabilization of railway tracks is studied numerically. It is expected that by geogrids implementation significant reduction in the downward propagation of stresses will be obtained, which consequently should assure more resilient long-term performance. In this first approach, however, only added value to the confinement level of the ballast layer is analysed, by evaluation of lateral deformations. A case study is related to a part of the Portuguese railway network. The track and the passing vehicle are modelled in commercial explicit dynamics software LS-DYNA. Firstly, the model is validated by comparison with experimental data. Then a fictitious scenario of the same track with a deteriorated region which is further rehabilitated by the geogrid placement is analysed. Different situations are compared in terms of lateral and vertical displacements at several levels, but for simplicity only rail deflections are shown here.https://doi.org/10.1051/matecconf/201821112006
spellingShingle Lanca António
Dimitrovová Zuzana
Barroso Madalena
Fontul Simona
Numerical analysis of geogrid contribution to railway track reinforcement
MATEC Web of Conferences
title Numerical analysis of geogrid contribution to railway track reinforcement
title_full Numerical analysis of geogrid contribution to railway track reinforcement
title_fullStr Numerical analysis of geogrid contribution to railway track reinforcement
title_full_unstemmed Numerical analysis of geogrid contribution to railway track reinforcement
title_short Numerical analysis of geogrid contribution to railway track reinforcement
title_sort numerical analysis of geogrid contribution to railway track reinforcement
url https://doi.org/10.1051/matecconf/201821112006
work_keys_str_mv AT lancaantonio numericalanalysisofgeogridcontributiontorailwaytrackreinforcement
AT dimitrovovazuzana numericalanalysisofgeogridcontributiontorailwaytrackreinforcement
AT barrosomadalena numericalanalysisofgeogridcontributiontorailwaytrackreinforcement
AT fontulsimona numericalanalysisofgeogridcontributiontorailwaytrackreinforcement