Comparison between temperature based thaw weakening prediction model and field observation methods
Structures like roads and port yards located in cold climate are affected by freezing and thawing every year. The global trend of a warmer climate and temperatures around 0°C for longer periods of time will change the freezing/thawing behaviour in many locations. The tendency will changeto have seve...
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Luleå tekniska universitet, Geoteknologi
2011
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ftluleatu:oai:DiVA.org:ltu-38064 2023-05-15T14:22:28+02:00 Comparison between temperature based thaw weakening prediction model and field observation methods Berglund, Andreas Edeskär, Tommy Knutsson, Sven 2011 application/pdf http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-38064 eng eng Luleå tekniska universitet, Geoteknologi Montreal Proceedings - International Conference on Port and Ocean Engineering under Arctic Conditions, 0376-6756 2011 Proceedings of the 21st International Conference on Port and Ocean Engineering under Arctic Conditions orcid:0000-0002-3390-3113 orcid:0000-0002-1365-8552 http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-38064 Local c54f6e1e-35fc-4773-9eb1-d4f8e7117306 info:eu-repo/semantics/openAccess Geotechnical Engineering Geoteknik Conference paper info:eu-repo/semantics/conferenceObject text 2011 ftluleatu 2022-10-25T20:59:05Z Structures like roads and port yards located in cold climate are affected by freezing and thawing every year. The global trend of a warmer climate and temperatures around 0°C for longer periods of time will change the freezing/thawing behaviour in many locations. The tendency will changeto have several freezing /thawing cycles in a given location every year. The bearing capacity of low volume roads and simple port yards will be affected by a prolonged thawing period with lower bearing capacity as a consequence. Bearing capacity problems can lead to increased costs for traffic as well as increased maintenance costs. Due to very high costs for destroyed structuresduring thaw, a lot can be gained if bearing capacity problems at a given site can be forecasted well in advance in order not to destroy the structure. Such a method should preferably be based upon simple measurements like air temperatures to make it easy to use also in remote areas. In the described temperature based model air and ground temperatures are used to develop anaccumulated thaw index and corresponding limits. When the thaw index limit is reached, the construction at the evaluated depth thaws, leading to increased pore water pressure and reduction of strength and bearing capacity. This paper presents a study of the application of the model at low volume roads in Sweden. Bearing capacity at the road was evaluated from field tests by falling weight deflectometer (FWD) test carried out 24 times during the thawing season i.e.March 4 through June 9. Predictions made by the model were compared with the subgrade module evaluated from the FWD series. The results show that the model might be possible to use in Sweden and elsewhere if minor adjustments are carried out. Godkänd; 2011; Bibliografisk uppgift: Paper no 11-87; 20121114 (tomede) Conference Object Arctic Luleå University of Technology Publications (DiVA) |
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Luleå University of Technology Publications (DiVA) |
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English |
topic |
Geotechnical Engineering Geoteknik |
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Geotechnical Engineering Geoteknik Berglund, Andreas Edeskär, Tommy Knutsson, Sven Comparison between temperature based thaw weakening prediction model and field observation methods |
topic_facet |
Geotechnical Engineering Geoteknik |
description |
Structures like roads and port yards located in cold climate are affected by freezing and thawing every year. The global trend of a warmer climate and temperatures around 0°C for longer periods of time will change the freezing/thawing behaviour in many locations. The tendency will changeto have several freezing /thawing cycles in a given location every year. The bearing capacity of low volume roads and simple port yards will be affected by a prolonged thawing period with lower bearing capacity as a consequence. Bearing capacity problems can lead to increased costs for traffic as well as increased maintenance costs. Due to very high costs for destroyed structuresduring thaw, a lot can be gained if bearing capacity problems at a given site can be forecasted well in advance in order not to destroy the structure. Such a method should preferably be based upon simple measurements like air temperatures to make it easy to use also in remote areas. In the described temperature based model air and ground temperatures are used to develop anaccumulated thaw index and corresponding limits. When the thaw index limit is reached, the construction at the evaluated depth thaws, leading to increased pore water pressure and reduction of strength and bearing capacity. This paper presents a study of the application of the model at low volume roads in Sweden. Bearing capacity at the road was evaluated from field tests by falling weight deflectometer (FWD) test carried out 24 times during the thawing season i.e.March 4 through June 9. Predictions made by the model were compared with the subgrade module evaluated from the FWD series. The results show that the model might be possible to use in Sweden and elsewhere if minor adjustments are carried out. Godkänd; 2011; Bibliografisk uppgift: Paper no 11-87; 20121114 (tomede) |
format |
Conference Object |
author |
Berglund, Andreas Edeskär, Tommy Knutsson, Sven |
author_facet |
Berglund, Andreas Edeskär, Tommy Knutsson, Sven |
author_sort |
Berglund, Andreas |
title |
Comparison between temperature based thaw weakening prediction model and field observation methods |
title_short |
Comparison between temperature based thaw weakening prediction model and field observation methods |
title_full |
Comparison between temperature based thaw weakening prediction model and field observation methods |
title_fullStr |
Comparison between temperature based thaw weakening prediction model and field observation methods |
title_full_unstemmed |
Comparison between temperature based thaw weakening prediction model and field observation methods |
title_sort |
comparison between temperature based thaw weakening prediction model and field observation methods |
publisher |
Luleå tekniska universitet, Geoteknologi |
publishDate |
2011 |
url |
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-38064 |
genre |
Arctic |
genre_facet |
Arctic |
op_relation |
Proceedings - International Conference on Port and Ocean Engineering under Arctic Conditions, 0376-6756 2011 Proceedings of the 21st International Conference on Port and Ocean Engineering under Arctic Conditions orcid:0000-0002-3390-3113 orcid:0000-0002-1365-8552 http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-38064 Local c54f6e1e-35fc-4773-9eb1-d4f8e7117306 |
op_rights |
info:eu-repo/semantics/openAccess |
_version_ |
1766295044244897792 |