Application of ballastless construction of the railroad track in the Arctic zone

Abstract: the article provides a calculation justification of the proposed railway structure on a reinforced concrete sleeper-free base, for which an analysis of the existing methodology for calculating the railway track for strength is carried out, according to which for a railway track on a sleepe...

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Published in:E3S Web of Conferences
Main Authors: Dudkin Evgeni, Sultanov Nariman, Malakhov Maksim
Format: Article in Journal/Newspaper
Language:English
French
Published: EDP Sciences 2023
Subjects:
Online Access:https://doi.org/10.1051/e3sconf/202338301014
https://doaj.org/article/6d51ec85d3a8498582d2403855d60147
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spelling ftdoajarticles:oai:doaj.org/article:6d51ec85d3a8498582d2403855d60147 2023-06-11T04:09:06+02:00 Application of ballastless construction of the railroad track in the Arctic zone Dudkin Evgeni Sultanov Nariman Malakhov Maksim 2023-01-01T00:00:00Z https://doi.org/10.1051/e3sconf/202338301014 https://doaj.org/article/6d51ec85d3a8498582d2403855d60147 EN FR eng fre EDP Sciences https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/20/e3sconf_tt21c2023_01014.pdf https://doaj.org/toc/2267-1242 2267-1242 doi:10.1051/e3sconf/202338301014 https://doaj.org/article/6d51ec85d3a8498582d2403855d60147 E3S Web of Conferences, Vol 383, p 01014 (2023) ballastl construction of the railroad track the arctic zone concrete Environmental sciences GE1-350 article 2023 ftdoajarticles https://doi.org/10.1051/e3sconf/202338301014 2023-05-07T00:35:08Z Abstract: the article provides a calculation justification of the proposed railway structure on a reinforced concrete sleeper-free base, for which an analysis of the existing methodology for calculating the railway track for strength is carried out, according to which for a railway track on a sleeper-free base, dynamic loads acting from the rolling stock on the track are determined. The analysis of the applied sleeper-less structures of the railway track and the results of measurements of emerging stresses in the substructure, the measured depth of the core are carried out. Using the previously obtained results of studies of the depth of the core, the justification of the required height of the embankment and the calculation of the parameters of the subplate base is carried out. Next, the finite element method calculates the bending stresses arising in the bearing plate, where the maximum is 1.82 MPa and is compared with the permissible value, which is much greater for a reinforced concrete slab. Also, the result is the obtained elastic vertical movements, which indicate a more uniform distribution of the load from the rolling stock on the roadbed. Article in Journal/Newspaper Arctic Directory of Open Access Journals: DOAJ Articles Arctic E3S Web of Conferences 383 01014
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
French
topic ballastl
construction of the railroad track
the arctic zone
concrete
Environmental sciences
GE1-350
spellingShingle ballastl
construction of the railroad track
the arctic zone
concrete
Environmental sciences
GE1-350
Dudkin Evgeni
Sultanov Nariman
Malakhov Maksim
Application of ballastless construction of the railroad track in the Arctic zone
topic_facet ballastl
construction of the railroad track
the arctic zone
concrete
Environmental sciences
GE1-350
description Abstract: the article provides a calculation justification of the proposed railway structure on a reinforced concrete sleeper-free base, for which an analysis of the existing methodology for calculating the railway track for strength is carried out, according to which for a railway track on a sleeper-free base, dynamic loads acting from the rolling stock on the track are determined. The analysis of the applied sleeper-less structures of the railway track and the results of measurements of emerging stresses in the substructure, the measured depth of the core are carried out. Using the previously obtained results of studies of the depth of the core, the justification of the required height of the embankment and the calculation of the parameters of the subplate base is carried out. Next, the finite element method calculates the bending stresses arising in the bearing plate, where the maximum is 1.82 MPa and is compared with the permissible value, which is much greater for a reinforced concrete slab. Also, the result is the obtained elastic vertical movements, which indicate a more uniform distribution of the load from the rolling stock on the roadbed.
format Article in Journal/Newspaper
author Dudkin Evgeni
Sultanov Nariman
Malakhov Maksim
author_facet Dudkin Evgeni
Sultanov Nariman
Malakhov Maksim
author_sort Dudkin Evgeni
title Application of ballastless construction of the railroad track in the Arctic zone
title_short Application of ballastless construction of the railroad track in the Arctic zone
title_full Application of ballastless construction of the railroad track in the Arctic zone
title_fullStr Application of ballastless construction of the railroad track in the Arctic zone
title_full_unstemmed Application of ballastless construction of the railroad track in the Arctic zone
title_sort application of ballastless construction of the railroad track in the arctic zone
publisher EDP Sciences
publishDate 2023
url https://doi.org/10.1051/e3sconf/202338301014
https://doaj.org/article/6d51ec85d3a8498582d2403855d60147
geographic Arctic
geographic_facet Arctic
genre Arctic
genre_facet Arctic
op_source E3S Web of Conferences, Vol 383, p 01014 (2023)
op_relation https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/20/e3sconf_tt21c2023_01014.pdf
https://doaj.org/toc/2267-1242
2267-1242
doi:10.1051/e3sconf/202338301014
https://doaj.org/article/6d51ec85d3a8498582d2403855d60147
op_doi https://doi.org/10.1051/e3sconf/202338301014
container_title E3S Web of Conferences
container_volume 383
container_start_page 01014
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