EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURES

The initial part of the paper characterizes major research activities at the Department of Railway Engineering and Track Management (DRETM), Faculty of Civil Engineering, University of Žilina. Subsequently, it outlines the state of art in the field of track substructure dimensioning for the non-traf...

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Main Authors: Libor IŽVOLT, Peter DOBEŠ, Stanislav HODÁS
Format: Article
Language:English
Published: Silesian University of Technology 2019-11-01
Series:Transport Problems
Subjects:
Online Access:http://transportproblems.polsl.pl/pl/Archiwum/2019/zeszyt4/2019t14z4_08.pdf
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spelling doaj-aee4ddebc79841ebb0209115c84139c42020-11-25T01:30:49ZengSilesian University of TechnologyTransport Problems1896-05962300-861X2019-11-011448910010.20858/tp.2019.14.4.8EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURESLibor IŽVOLT0Peter DOBEŠ1Stanislav HODÁS2University of Žilina, Faculty of Civil EngineeringUniversity of Žilina, Faculty of Civil EngineeringUniversity of Žilina, Faculty of Civil EngineeringThe initial part of the paper characterizes major research activities at the Department of Railway Engineering and Track Management (DRETM), Faculty of Civil Engineering, University of Žilina. Subsequently, it outlines the state of art in the field of track substructure dimensioning for the non-traffic load in Slovakia and abroad. The second part of the paper deals with the method of collecting input parameters for numerical modeling of the track substructure freezing using SoilVision software. The following part of the paper compares the results of the track substructure freezing obtained by experimental measurements and numerical modeling in the winter of 2016/2017. The final part of the paper focuses on the results of numerical modeling of the track substructure freezing in terms of the climatic conditions typical of railway infrastructure in the Slovak territory. Moreover, it presents a design of a modified nomogram for determination of the necessary thickness of the frost-susceptible subgrade surface layer and characterizes further related research activities planned to be implemented at the Department in the near future.http://transportproblems.polsl.pl/pl/Archiwum/2019/zeszyt4/2019t14z4_08.pdfrailway tracknon-traffic loadtrack substructure dimensioningnumerical modeling
collection DOAJ
language English
format Article
sources DOAJ
author Libor IŽVOLT
Peter DOBEŠ
Stanislav HODÁS
spellingShingle Libor IŽVOLT
Peter DOBEŠ
Stanislav HODÁS
EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURES
Transport Problems
railway track
non-traffic load
track substructure dimensioning
numerical modeling
author_facet Libor IŽVOLT
Peter DOBEŠ
Stanislav HODÁS
author_sort Libor IŽVOLT
title EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURES
title_short EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURES
title_full EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURES
title_fullStr EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURES
title_full_unstemmed EXPERIMENTAL MONITORING AND NUMERICAL MODELING OF THE THERMAL REGIME OF SELECTED TRACK SUBSTRUCTURES
title_sort experimental monitoring and numerical modeling of the thermal regime of selected track substructures
publisher Silesian University of Technology
series Transport Problems
issn 1896-0596
2300-861X
publishDate 2019-11-01
description The initial part of the paper characterizes major research activities at the Department of Railway Engineering and Track Management (DRETM), Faculty of Civil Engineering, University of Žilina. Subsequently, it outlines the state of art in the field of track substructure dimensioning for the non-traffic load in Slovakia and abroad. The second part of the paper deals with the method of collecting input parameters for numerical modeling of the track substructure freezing using SoilVision software. The following part of the paper compares the results of the track substructure freezing obtained by experimental measurements and numerical modeling in the winter of 2016/2017. The final part of the paper focuses on the results of numerical modeling of the track substructure freezing in terms of the climatic conditions typical of railway infrastructure in the Slovak territory. Moreover, it presents a design of a modified nomogram for determination of the necessary thickness of the frost-susceptible subgrade surface layer and characterizes further related research activities planned to be implemented at the Department in the near future.
topic railway track
non-traffic load
track substructure dimensioning
numerical modeling
url http://transportproblems.polsl.pl/pl/Archiwum/2019/zeszyt4/2019t14z4_08.pdf
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