Mechanism of thawing
Document identifier: oai:DiVA.org:ltu-77774
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10.1080/23311916.2020.1716438Keyword: Engineering and Technology,
Civil Engineering,
Geotechnical Engineering,
Teknik och teknologier,
Samhällsbyggnadsteknik,
Geoteknik,
Freezing,
Thawing,
Image analysis,
Frost actions,
Laboratory freezing-thawing tests,
Thaw settlement,
Soil MechanicsPublication year: 2020Relevant Sustainable Development Goals (SDGs):
The SDG label(s) above have been assigned by OSDG.aiAbstract: Freezing–thawing phenomena have been studied at laboratory scale for decades with various techniques and test setups. In this study, a freezing–thawing laboratory apparatus was supplemented with a camera in order to get a better understanding of ice formation during the freezing period and ice melting during the thawing period. The results from three thawing tests with identical samples but different boundary conditions are presented here. Water intends to migrate upward even when the entire frozen part has been thawed. That would cause excess pore water pressure and softening of the soil after the thawing period as well. Upward water migration after the thawing period is due to changes in thawed soil properties such as permeability and fine particle redistribution. The rate at which thawing takes place is a very important factor for thawing conditions. Moreover, freezing condition, i.e. access to water, has a high impact on thawing soil. If the volume of ice lenses is sufficient, frozen soil would fluidize during thawing.
Authors
Amin Zeinali
Luleå tekniska universitet; Geoteknologi
Other publications
>>
Tommy Edeskär
Luleå tekniska universitet; Geoteknologi
Other publications
>>
Jan Laue
Luleå tekniska universitet; Geoteknologi
Other publications
>>
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header:
identifier: oai:DiVA.org:ltu-77774
datestamp: 2021-04-19T12:42:32Z
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10.1080/23311916.2020.1716438
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titleInfo:
@attributes:
lang: eng
title: Mechanism of thawing
abstract: Freezing–thawing phenomena have been studied at laboratory scale for decades with various techniques and test setups. In this study a freezing–thawing laboratory apparatus was supplemented with a camera in order to get a better understanding of ice formation during the freezing period and ice melting during the thawing period. The results from three thawing tests with identical samples but different boundary conditions are presented here. Water intends to migrate upward even when the entire frozen part has been thawed. That would cause excess pore water pressure and softening of the soil after the thawing period as well. Upward water migration after the thawing period is due to changes in thawed soil properties such as permeability and fine particle redistribution. The rate at which thawing takes place is a very important factor for thawing conditions. Moreover freezing condition i.e. access to water has a high impact on thawing soil. If the volume of ice lenses is sufficient frozen soil would fluidize during thawing.
subject:
@attributes:
lang: eng
authority: uka.se
topic:
Engineering and Technology
Civil Engineering
Geotechnical Engineering
@attributes:
lang: swe
authority: uka.se
topic:
Teknik och teknologier
Samhällsbyggnadsteknik
Geoteknik
@attributes:
lang: eng
topic: freezing
@attributes:
lang: eng
topic: thawing
@attributes:
lang: eng
topic: image analysis
@attributes:
lang: eng
topic: frost actions
@attributes:
lang: eng
topic: laboratory freezing-thawing tests
@attributes:
lang: eng
topic: thaw settlement
@attributes:
lang: swe
authority: ltu
topic: Geoteknik
genre: Research subject
@attributes:
lang: eng
authority: ltu
topic: Soil Mechanics
genre: Research subject
language:
languageTerm: eng
genre:
publication/journal-article
ref
note:
Published
3
Validerad;2020;Nivå 2;2020-02-19 (johcin)
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Zeinali
Amin
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Luleå tekniska universitet
Geoteknologi
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amizei
0000-0001-7800-7075
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Edeskär
Tommy
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Luleå tekniska universitet
Geoteknologi
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tomede
0000-0002-3390-3113
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Laue
Jan
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Luleå tekniska universitet
Geoteknologi
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janlau
0000-0003-1935-1743
originInfo:
dateIssued: 2020
publisher: Taylor & Francis
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titleInfo:
title: Cogent Engineering
identifier: 2331-1916
part:
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@attributes:
type: volume
number: 7
@attributes:
type: issue
number: 1
@attributes:
type: artNo
number: 1716438
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