Investigations on ballastless tracks in tunnel without reinforcement

Ballastless track systems have delivered an optimal performance in the past decades. This ideal comes from the Continuously Reinforced Concrete Pavement or the Jointed Plain Concrete Pavement in road design. It can be deduced that a well-proved system for road pavement is applicable to ballastless...

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Main Authors: Jia LIU, Stephan FREUDENSTEIN
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2013-01-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:https://ejsei.com/EJSE/article/view/159
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author Jia LIU
Stephan FREUDENSTEIN
author_facet Jia LIU
Stephan FREUDENSTEIN
author_sort Jia LIU
collection DOAJ
description Ballastless track systems have delivered an optimal performance in the past decades. This ideal comes from the Continuously Reinforced Concrete Pavement or the Jointed Plain Concrete Pavement in road design. It can be deduced that a well-proved system for road pavement is applicable to ballastless track design after certain modifications, which could save materials and simplify the construction work as well. In this paper, a feasibility study of ballastless track forms, in which neither reinforcement nor dowel bars shall be applied have been investigated using Finite Element Analysis. The results show that this idea is feasible in long tunnel with hard and stabile substructure, if a joint spacing less than 4 m can be realized. Meanwhile, these kinds of systems cannot be applied for track with soft substructures such as mass-spring-systems, in which continuous double-layer-reinforcement and sufficient thickness of the track concrete layer are required.
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spelling doaj.art-1e869390f9424ba08630d241b9090ac52023-08-29T10:27:39ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552013-01-0113110.56748/ejse.131591Investigations on ballastless tracks in tunnel without reinforcementJia LIU0Stephan FREUDENSTEIN1Track Technology, Schwihag AGTechnical University of Munich Ballastless track systems have delivered an optimal performance in the past decades. This ideal comes from the Continuously Reinforced Concrete Pavement or the Jointed Plain Concrete Pavement in road design. It can be deduced that a well-proved system for road pavement is applicable to ballastless track design after certain modifications, which could save materials and simplify the construction work as well. In this paper, a feasibility study of ballastless track forms, in which neither reinforcement nor dowel bars shall be applied have been investigated using Finite Element Analysis. The results show that this idea is feasible in long tunnel with hard and stabile substructure, if a joint spacing less than 4 m can be realized. Meanwhile, these kinds of systems cannot be applied for track with soft substructures such as mass-spring-systems, in which continuous double-layer-reinforcement and sufficient thickness of the track concrete layer are required. https://ejsei.com/EJSE/article/view/159Ballastless TrackReinforcementFinite Element Analysis
spellingShingle Jia LIU
Stephan FREUDENSTEIN
Investigations on ballastless tracks in tunnel without reinforcement
Electronic Journal of Structural Engineering
Ballastless Track
Reinforcement
Finite Element Analysis
title Investigations on ballastless tracks in tunnel without reinforcement
title_full Investigations on ballastless tracks in tunnel without reinforcement
title_fullStr Investigations on ballastless tracks in tunnel without reinforcement
title_full_unstemmed Investigations on ballastless tracks in tunnel without reinforcement
title_short Investigations on ballastless tracks in tunnel without reinforcement
title_sort investigations on ballastless tracks in tunnel without reinforcement
topic Ballastless Track
Reinforcement
Finite Element Analysis
url https://ejsei.com/EJSE/article/view/159
work_keys_str_mv AT jialiu investigationsonballastlesstracksintunnelwithoutreinforcement
AT stephanfreudenstein investigationsonballastlesstracksintunnelwithoutreinforcement