Temperaturflöden i järnvägstunnlar – Glödberget

During the winter ice is causing major problems in several of the Swedish Transport administrations railway tunnels. Freezing water is forming icicles and pillars that can fall down at track, and grow so large that they intrude on the clearance gauge. Lighting equipment and cables can be broken beca...

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Bibliographic Details
Main Authors: Andrén, Anna, Dahlström, Lars-Olof
Format: Report
Language:Swedish
Published: Luleå tekniska universitet, Geoteknologi 2011
Subjects:
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-24933
id ftluleatu:oai:DiVA.org:ltu-24933
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spelling ftluleatu:oai:DiVA.org:ltu-24933 2023-05-15T17:09:18+02:00 Temperaturflöden i järnvägstunnlar – Glödberget Andrén, Anna Dahlström, Lars-Olof 2011 application/pdf http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-24933 swe swe Luleå tekniska universitet, Geoteknologi Luleå Teknisk rapport / Luleå tekniska universitet, 1402-1536 http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-24933 urn:isbn:978-91-7439-318-7 Local d1bd0794-0035-4424-a6e1-d6721f471eb6 info:eu-repo/semantics/openAccess köldinträngning istryck frostsprängning temperaturmätning underhåll järnvägstunnel Other Civil Engineering Annan samhällsbyggnadsteknik Report info:eu-repo/semantics/report text 2011 ftluleatu 2022-10-25T20:58:54Z During the winter ice is causing major problems in several of the Swedish Transport administrations railway tunnels. Freezing water is forming icicles and pillars that can fall down at track, and grow so large that they intrude on the clearance gauge. Lighting equipment and cables can be broken because of the ice load and tracks can become cowered with ice Periodic freezing can cause frost shattering and this process can cause fall-outs of rock and shotcrete. In order to maintain safety and prevent traffic disruption, many tunnels requiring extensive maintenance. In order to reduce maintenance of the tunnels, improved knowledge about frost penetration and the effects of ice pressure on the load-bearing capacity of the tunnel is required. 2002 the University of Gävle and KTH performed a model study to determine the temperature conditions in tunnels. To verify the model study field measurements are carried out in collaboration between the Transport Administration and Luleå University of Technology. This technical report describes the tests conducted so far in the Glödberget tunnel at Nyåker, 80 km south-west of Umeå. Measurements show that the developed models underestimate the frost penetration. Although the tunnel is 1680 meters long, the frost penetrates the entire length of the tunnel even if the temperature outside the tunnel is just a few degrees below zero. A contributing factor to why the field measurements and model do not conform can be that the model study is based on a completely uninsulated tunnel. In the Glödberget tunnel a large part of the walls and roof are covered the frost insulated drains. The function of the frost insulated drains is to prevent the cold tunnel air from reaching a leakage point and causing water to turn into ice. However, the insulation does not only prevent the cold air from reaching the rock, but also prevents the heat from the rock mass from entering the tunnel and warming up the cold tunnel air. Consequently, the frost penetrates further into the tunnel than it would do if ... Report Luleå Luleå Luleå Luleå University of Technology Publications (DiVA)
institution Open Polar
collection Luleå University of Technology Publications (DiVA)
op_collection_id ftluleatu
language Swedish
topic köldinträngning
istryck
frostsprängning
temperaturmätning
underhåll
järnvägstunnel
Other Civil Engineering
Annan samhällsbyggnadsteknik
spellingShingle köldinträngning
istryck
frostsprängning
temperaturmätning
underhåll
järnvägstunnel
Other Civil Engineering
Annan samhällsbyggnadsteknik
Andrén, Anna
Dahlström, Lars-Olof
Temperaturflöden i järnvägstunnlar – Glödberget
topic_facet köldinträngning
istryck
frostsprängning
temperaturmätning
underhåll
järnvägstunnel
Other Civil Engineering
Annan samhällsbyggnadsteknik
description During the winter ice is causing major problems in several of the Swedish Transport administrations railway tunnels. Freezing water is forming icicles and pillars that can fall down at track, and grow so large that they intrude on the clearance gauge. Lighting equipment and cables can be broken because of the ice load and tracks can become cowered with ice Periodic freezing can cause frost shattering and this process can cause fall-outs of rock and shotcrete. In order to maintain safety and prevent traffic disruption, many tunnels requiring extensive maintenance. In order to reduce maintenance of the tunnels, improved knowledge about frost penetration and the effects of ice pressure on the load-bearing capacity of the tunnel is required. 2002 the University of Gävle and KTH performed a model study to determine the temperature conditions in tunnels. To verify the model study field measurements are carried out in collaboration between the Transport Administration and Luleå University of Technology. This technical report describes the tests conducted so far in the Glödberget tunnel at Nyåker, 80 km south-west of Umeå. Measurements show that the developed models underestimate the frost penetration. Although the tunnel is 1680 meters long, the frost penetrates the entire length of the tunnel even if the temperature outside the tunnel is just a few degrees below zero. A contributing factor to why the field measurements and model do not conform can be that the model study is based on a completely uninsulated tunnel. In the Glödberget tunnel a large part of the walls and roof are covered the frost insulated drains. The function of the frost insulated drains is to prevent the cold tunnel air from reaching a leakage point and causing water to turn into ice. However, the insulation does not only prevent the cold air from reaching the rock, but also prevents the heat from the rock mass from entering the tunnel and warming up the cold tunnel air. Consequently, the frost penetrates further into the tunnel than it would do if ...
format Report
author Andrén, Anna
Dahlström, Lars-Olof
author_facet Andrén, Anna
Dahlström, Lars-Olof
author_sort Andrén, Anna
title Temperaturflöden i järnvägstunnlar – Glödberget
title_short Temperaturflöden i järnvägstunnlar – Glödberget
title_full Temperaturflöden i järnvägstunnlar – Glödberget
title_fullStr Temperaturflöden i järnvägstunnlar – Glödberget
title_full_unstemmed Temperaturflöden i järnvägstunnlar – Glödberget
title_sort temperaturflöden i järnvägstunnlar – glödberget
publisher Luleå tekniska universitet, Geoteknologi
publishDate 2011
url http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-24933
genre Luleå
Luleå
Luleå
genre_facet Luleå
Luleå
Luleå
op_relation Teknisk rapport / Luleå tekniska universitet, 1402-1536
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-24933
urn:isbn:978-91-7439-318-7
Local d1bd0794-0035-4424-a6e1-d6721f471eb6
op_rights info:eu-repo/semantics/openAccess
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