Freezing of the Subballast Layers of the Railway Formation – High Embankment and Double Track

In the paper, a numerical modelling experiment is presented in order to detect the temperature transition through the individual layers of the railway formation during the winter period that is their undesirable freezing. In the experiment, the temperature behaviour and the zero isotherm (0 °C) are...

Full description

Saved in:
Bibliographic Details
Published in:Civil and environmental engineering (Berlin) 2019-06, Vol.15 (1), p.5-12
Main Authors: Hodás, Stanislav, Pultznerová, Alžbeta
Format: Article
Language:English
Subjects:
foundation freezing
numerical modelling
railway engineering
single-track and double-track
sv-heat
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c342t-1e7242b9f3571122f8a6dc144d6d2bccfb1530a80af96a7c00fbe2cee8ffe87c3
cites cdi_FETCH-LOGICAL-c342t-1e7242b9f3571122f8a6dc144d6d2bccfb1530a80af96a7c00fbe2cee8ffe87c3
container_end_page 12
container_issue 1
container_start_page 5
container_title Civil and environmental engineering (Berlin)
container_volume 15
creator Hodás, Stanislav
Pultznerová, Alžbeta
description In the paper, a numerical modelling experiment is presented in order to detect the temperature transition through the individual layers of the railway formation during the winter period that is their undesirable freezing. In the experiment, the temperature behaviour and the zero isotherm (0 °C) are investigated. We want to prove that the temperatures are also affected by the volume of mass in the railway formation. The modelling of new experiment has been carried out done on a low and also high embankment of single and double track railway, where the volume of material in the core of the formation is almost doubled. The experiment demonstrated that the greater is the mass of the subballast layers, the higher is the resistance to freezing due to the accumulated heat in the pre-winter period.
doi_str_mv 10.2478/cee-2019-0002
format article
fullrecord <record><control><sourceid>doaj_cross</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_af930dfd27144fc89623f07206963028</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_af930dfd27144fc89623f07206963028</doaj_id><sourcerecordid>oai_doaj_org_article_af930dfd27144fc89623f07206963028</sourcerecordid><originalsourceid>FETCH-LOGICAL-c342t-1e7242b9f3571122f8a6dc144d6d2bccfb1530a80af96a7c00fbe2cee8ffe87c3</originalsourceid><addsrcrecordid>eNo90M9KAzEQBvAgChbt0XteIJo_u0n2KLW1hYKg9Rwm2aRdu7uR7BapJ9_BN_RJ3Fr1NDADv4_5ELpi9JpnSt847wmnrCCUUn6CRpwVBZE546doxISQJNciP0fjrqsszTIlBNV6hMwsef9etWscA-43Hj_trIW6hq7HS9j71P0dHqGq32CPZzE10FexxV8fn3herTd42lhot41vewxtie_iztYerxK47SU6C1B3fvw7L9DzbLqazMny4X4xuV0SJzLeE-YVz7gtgsgVY5wHDbJ0LMtKWXLrXLAsFxQ0hVBIUI7SYD0fftYheK2cuECLo1tGeDGvqWog7U2EyvwsYlobSH3lam8GQtAylFwNfnC6kFwEqjiVhRSU68EiR8ul2HXJh3-PUXMo2wzB5lC2OZQtvgFysHLN</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Freezing of the Subballast Layers of the Railway Formation – High Embankment and Double Track</title><source>DOAJ Directory of Open Access Journals</source><creator>Hodás, Stanislav ; Pultznerová, Alžbeta</creator><creatorcontrib>Hodás, Stanislav ; Pultznerová, Alžbeta</creatorcontrib><description>In the paper, a numerical modelling experiment is presented in order to detect the temperature transition through the individual layers of the railway formation during the winter period that is their undesirable freezing. In the experiment, the temperature behaviour and the zero isotherm (0 °C) are investigated. We want to prove that the temperatures are also affected by the volume of mass in the railway formation. The modelling of new experiment has been carried out done on a low and also high embankment of single and double track railway, where the volume of material in the core of the formation is almost doubled. The experiment demonstrated that the greater is the mass of the subballast layers, the higher is the resistance to freezing due to the accumulated heat in the pre-winter period.</description><identifier>ISSN: 1336-5835</identifier><identifier>EISSN: 2199-6512</identifier><identifier>DOI: 10.2478/cee-2019-0002</identifier><language>eng</language><publisher>Sciendo</publisher><subject>foundation freezing ; numerical modelling ; railway engineering ; single-track and double-track ; sv-heat</subject><ispartof>Civil and environmental engineering (Berlin), 2019-06, Vol.15 (1), p.5-12</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c342t-1e7242b9f3571122f8a6dc144d6d2bccfb1530a80af96a7c00fbe2cee8ffe87c3</citedby><cites>FETCH-LOGICAL-c342t-1e7242b9f3571122f8a6dc144d6d2bccfb1530a80af96a7c00fbe2cee8ffe87c3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,777,781,861,2096,27905,27906</link.rule.ids></links><search><creatorcontrib>Hodás, Stanislav</creatorcontrib><creatorcontrib>Pultznerová, Alžbeta</creatorcontrib><title>Freezing of the Subballast Layers of the Railway Formation – High Embankment and Double Track</title><title>Civil and environmental engineering (Berlin)</title><description>In the paper, a numerical modelling experiment is presented in order to detect the temperature transition through the individual layers of the railway formation during the winter period that is their undesirable freezing. In the experiment, the temperature behaviour and the zero isotherm (0 °C) are investigated. We want to prove that the temperatures are also affected by the volume of mass in the railway formation. The modelling of new experiment has been carried out done on a low and also high embankment of single and double track railway, where the volume of material in the core of the formation is almost doubled. The experiment demonstrated that the greater is the mass of the subballast layers, the higher is the resistance to freezing due to the accumulated heat in the pre-winter period.</description><subject>foundation freezing</subject><subject>numerical modelling</subject><subject>railway engineering</subject><subject>single-track and double-track</subject><subject>sv-heat</subject><issn>1336-5835</issn><issn>2199-6512</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNo90M9KAzEQBvAgChbt0XteIJo_u0n2KLW1hYKg9Rwm2aRdu7uR7BapJ9_BN_RJ3Fr1NDADv4_5ELpi9JpnSt847wmnrCCUUn6CRpwVBZE546doxISQJNciP0fjrqsszTIlBNV6hMwsef9etWscA-43Hj_trIW6hq7HS9j71P0dHqGq32CPZzE10FexxV8fn3herTd42lhot41vewxtie_iztYerxK47SU6C1B3fvw7L9DzbLqazMny4X4xuV0SJzLeE-YVz7gtgsgVY5wHDbJ0LMtKWXLrXLAsFxQ0hVBIUI7SYD0fftYheK2cuECLo1tGeDGvqWog7U2EyvwsYlobSH3lam8GQtAylFwNfnC6kFwEqjiVhRSU68EiR8ul2HXJh3-PUXMo2wzB5lC2OZQtvgFysHLN</recordid><startdate>20190601</startdate><enddate>20190601</enddate><creator>Hodás, Stanislav</creator><creator>Pultznerová, Alžbeta</creator><general>Sciendo</general><scope>AAYXX</scope><scope>CITATION</scope><scope>DOA</scope></search><sort><creationdate>20190601</creationdate><title>Freezing of the Subballast Layers of the Railway Formation – High Embankment and Double Track</title><author>Hodás, Stanislav ; Pultznerová, Alžbeta</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c342t-1e7242b9f3571122f8a6dc144d6d2bccfb1530a80af96a7c00fbe2cee8ffe87c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>foundation freezing</topic><topic>numerical modelling</topic><topic>railway engineering</topic><topic>single-track and double-track</topic><topic>sv-heat</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hodás, Stanislav</creatorcontrib><creatorcontrib>Pultznerová, Alžbeta</creatorcontrib><collection>CrossRef</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Civil and environmental engineering (Berlin)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hodás, Stanislav</au><au>Pultznerová, Alžbeta</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Freezing of the Subballast Layers of the Railway Formation – High Embankment and Double Track</atitle><jtitle>Civil and environmental engineering (Berlin)</jtitle><date>2019-06-01</date><risdate>2019</risdate><volume>15</volume><issue>1</issue><spage>5</spage><epage>12</epage><pages>5-12</pages><issn>1336-5835</issn><eissn>2199-6512</eissn><abstract>In the paper, a numerical modelling experiment is presented in order to detect the temperature transition through the individual layers of the railway formation during the winter period that is their undesirable freezing. In the experiment, the temperature behaviour and the zero isotherm (0 °C) are investigated. We want to prove that the temperatures are also affected by the volume of mass in the railway formation. The modelling of new experiment has been carried out done on a low and also high embankment of single and double track railway, where the volume of material in the core of the formation is almost doubled. The experiment demonstrated that the greater is the mass of the subballast layers, the higher is the resistance to freezing due to the accumulated heat in the pre-winter period.</abstract><pub>Sciendo</pub><doi>10.2478/cee-2019-0002</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1336-5835
ispartof Civil and environmental engineering (Berlin), 2019-06, Vol.15 (1), p.5-12
issn 1336-5835
2199-6512
language eng
recordid cdi_doaj_primary_oai_doaj_org_article_af930dfd27144fc89623f07206963028
source DOAJ Directory of Open Access Journals
subjects foundation freezing
numerical modelling
railway engineering
single-track and double-track
sv-heat
title Freezing of the Subballast Layers of the Railway Formation – High Embankment and Double Track
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-17T23%3A11%3A27IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-doaj_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Freezing%20of%20the%20Subballast%20Layers%20of%20the%20Railway%20Formation%20%E2%80%93%20High%20Embankment%20and%20Double%20Track&rft.jtitle=Civil%20and%20environmental%20engineering%20(Berlin)&rft.au=Hod%C3%A1s,%20Stanislav&rft.date=2019-06-01&rft.volume=15&rft.issue=1&rft.spage=5&rft.epage=12&rft.pages=5-12&rft.issn=1336-5835&rft.eissn=2199-6512&rft_id=info:doi/10.2478/cee-2019-0002&rft_dat=%3Cdoaj_cross%3Eoai_doaj_org_article_af930dfd27144fc89623f07206963028%3C/doaj_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c342t-1e7242b9f3571122f8a6dc144d6d2bccfb1530a80af96a7c00fbe2cee8ffe87c3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true