Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden
The snow galleries along the Iron Ore railway line in northern Sweden have facedproblems in recent years due to increasingly large snow loads, and several gallerieshave been damaged. These incidents motivated an evaluation of the maximumload supported by the galleries before collapse, which is prese...
Published in: | Frontiers in Built Environment |
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Main Authors: | , , , , , |
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
Luleå tekniska universitet, Byggkonstruktion och brand
2024
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Subjects: | |
Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-103663 https://doi.org/10.3389/fbuil.2023.1308401 |
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author | Saback, Vanessa Gonzalez-Libreros, Jaime Daescu, Cosmin Popescu, Cosmin Garmabaki, Amir Soleimani Sas, Gabriel |
author_facet | Saback, Vanessa Gonzalez-Libreros, Jaime Daescu, Cosmin Popescu, Cosmin Garmabaki, Amir Soleimani Sas, Gabriel |
author_sort | Saback, Vanessa |
collection | Luleå University of Technology Publications (DiVA) |
container_title | Frontiers in Built Environment |
container_volume | 9 |
description | The snow galleries along the Iron Ore railway line in northern Sweden have facedproblems in recent years due to increasingly large snow loads, and several gallerieshave been damaged. These incidents motivated an evaluation of the maximumload supported by the galleries before collapse, which is presented in this study. In2021, a monitoring system was installed in one of the main frames of two snowgalleries built in the 1950s to follow up with temperature and displacements,including a trigger that sends out a warning message when a critical load isreached. A literature review on snow loads was performed, followed bycalculations on snow distribution on the galleries based on the Eurocodes andNational Swedish Standards. Finite element 2D and 3D models were created usingAxisVM to accurately assess the efforts in the structural elements. Analysis anddiscussion are complemented by observations from site visits. It was concludedthat the critical loads supported by the galleries are lower than the requirements oftoday’s standards, but since secondary construction elements were damagedbefore the main frames reached their full capacity, no major collapse has yet takenplace. The cobweb effect (load re-distribution between the neighboring elementsin a 3D structure) influenced the behavior of the galleries in the 3D analysis and thecapacity of the main frames proved to be significantly increased compared to the2D assessment. Validerad;2024;Nivå 1;2024-01-19 (signyg); Licens full text: CC BY 4.0 |
format | Article in Journal/Newspaper |
genre | Northern Sweden |
genre_facet | Northern Sweden |
id | ftluleatu:oai:DiVA.org:ltu-103663 |
institution | Open Polar |
language | English |
op_collection_id | ftluleatu |
op_doi | https://doi.org/10.3389/fbuil.2023.1308401 |
op_relation | Frontiers in Built Environment, 2024, 9, doi:10.3389/fbuil.2023.1308401 ISI:001153302500001 |
op_rights | info:eu-repo/semantics/openAccess |
publishDate | 2024 |
publisher | Luleå tekniska universitet, Byggkonstruktion och brand |
record_format | openpolar |
spelling | ftluleatu:oai:DiVA.org:ltu-103663 2025-03-02T15:34:49+00:00 Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden Saback, Vanessa Gonzalez-Libreros, Jaime Daescu, Cosmin Popescu, Cosmin Garmabaki, Amir Soleimani Sas, Gabriel 2024 application/pdf http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-103663 https://doi.org/10.3389/fbuil.2023.1308401 eng eng Luleå tekniska universitet, Byggkonstruktion och brand Luleå tekniska universitet, Drift, underhåll och akustik Department of Civil Engineering and Installations (CCI), Politehnica University of Timisoara, Timisoara, Romania SINTEF Narvik AS, Narvik, Norway Frontiers in Built Environment, 2024, 9, doi:10.3389/fbuil.2023.1308401 ISI:001153302500001 info:eu-repo/semantics/openAccess Geotechnical Engineering and Engineering Geology Geoteknik och teknisk geologi Article in journal info:eu-repo/semantics/article text 2024 ftluleatu https://doi.org/10.3389/fbuil.2023.1308401 2025-02-11T01:18:00Z The snow galleries along the Iron Ore railway line in northern Sweden have facedproblems in recent years due to increasingly large snow loads, and several gallerieshave been damaged. These incidents motivated an evaluation of the maximumload supported by the galleries before collapse, which is presented in this study. In2021, a monitoring system was installed in one of the main frames of two snowgalleries built in the 1950s to follow up with temperature and displacements,including a trigger that sends out a warning message when a critical load isreached. A literature review on snow loads was performed, followed bycalculations on snow distribution on the galleries based on the Eurocodes andNational Swedish Standards. Finite element 2D and 3D models were created usingAxisVM to accurately assess the efforts in the structural elements. Analysis anddiscussion are complemented by observations from site visits. It was concludedthat the critical loads supported by the galleries are lower than the requirements oftoday’s standards, but since secondary construction elements were damagedbefore the main frames reached their full capacity, no major collapse has yet takenplace. The cobweb effect (load re-distribution between the neighboring elementsin a 3D structure) influenced the behavior of the galleries in the 3D analysis and thecapacity of the main frames proved to be significantly increased compared to the2D assessment. Validerad;2024;Nivå 1;2024-01-19 (signyg); Licens full text: CC BY 4.0 Article in Journal/Newspaper Northern Sweden Luleå University of Technology Publications (DiVA) Frontiers in Built Environment 9 |
spellingShingle | Geotechnical Engineering and Engineering Geology Geoteknik och teknisk geologi Saback, Vanessa Gonzalez-Libreros, Jaime Daescu, Cosmin Popescu, Cosmin Garmabaki, Amir Soleimani Sas, Gabriel Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden |
title | Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden |
title_full | Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden |
title_fullStr | Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden |
title_full_unstemmed | Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden |
title_short | Adapting to climate change: snow load assessment of snow galleries on the Iron Ore Line in Northern Sweden |
title_sort | adapting to climate change: snow load assessment of snow galleries on the iron ore line in northern sweden |
topic | Geotechnical Engineering and Engineering Geology Geoteknik och teknisk geologi |
topic_facet | Geotechnical Engineering and Engineering Geology Geoteknik och teknisk geologi |
url | http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-103663 https://doi.org/10.3389/fbuil.2023.1308401 |