Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing

Abstract Frost heave is a process coupling heat transfer, water migration, water–ice phase change and deformation. Frost heave forms various landforms, such as frost mounds, ice pitons, sorted polygons and stone circles, and potentially induces a variety of engineering failures, such as building inc...

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Published in:Permafrost and Periglacial Processes
Main Authors: Bai, Ruiqiang, Lai, Yuanming, You, Zhemin, Ren, Jingge
Other Authors: National Basic Research Program of China, National Natural Science Foundation of China
Format: Article in Journal/Newspaper
Language:English
Published: Wiley 2020
Subjects:
Online Access:http://dx.doi.org/10.1002/ppp.2028
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spelling crwiley:10.1002/ppp.2028 2024-09-15T18:30:16+00:00 Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing Bai, Ruiqiang Lai, Yuanming You, Zhemin Ren, Jingge National Basic Research Program of China National Natural Science Foundation of China 2020 http://dx.doi.org/10.1002/ppp.2028 https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fppp.2028 https://onlinelibrary.wiley.com/doi/pdf/10.1002/ppp.2028 https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ppp.2028 en eng Wiley http://onlinelibrary.wiley.com/termsAndConditions#vor Permafrost and Periglacial Processes volume 31, issue 1, page 200-212 ISSN 1045-6740 1099-1530 journal-article 2020 crwiley https://doi.org/10.1002/ppp.2028 2024-08-01T04:21:57Z Abstract Frost heave is a process coupling heat transfer, water migration, water–ice phase change and deformation. Frost heave forms various landforms, such as frost mounds, ice pitons, sorted polygons and stone circles, and potentially induces a variety of engineering failures, such as building inclination, differential engineering foundation and pavement cracking. To understand the mechanism of frost heave under complex freezing paths, we provide a numerical heat–water–mechanics model that incorporates shrinkage in an unfrozen zone and uses a water content criterion to judge the formation of the ice lens. The model is then used to simulate the moisture, temperature, deformation and ice lens of a freezing soil during stepwise freezing. The simulated results for temperature, displacement and the ice lens are in good agreement with measured data, indicating that the model can be used to describe the heat–water–mechanics process in freezing soils under a complex freezing path. The freezing path determines the soil's water content profile in a manner like that in a stepwise freezing process, where each step produces a water‐content peak at the frozen fringe of the step. The model must consider shrinkage of the unfrozen area, or the amount of frost heave would be overestimated and the predicted ice lens would unrealistically be found in the frozen zone. Article in Journal/Newspaper Permafrost and Periglacial Processes Wiley Online Library Permafrost and Periglacial Processes 31 1 200 212
institution Open Polar
collection Wiley Online Library
op_collection_id crwiley
language English
description Abstract Frost heave is a process coupling heat transfer, water migration, water–ice phase change and deformation. Frost heave forms various landforms, such as frost mounds, ice pitons, sorted polygons and stone circles, and potentially induces a variety of engineering failures, such as building inclination, differential engineering foundation and pavement cracking. To understand the mechanism of frost heave under complex freezing paths, we provide a numerical heat–water–mechanics model that incorporates shrinkage in an unfrozen zone and uses a water content criterion to judge the formation of the ice lens. The model is then used to simulate the moisture, temperature, deformation and ice lens of a freezing soil during stepwise freezing. The simulated results for temperature, displacement and the ice lens are in good agreement with measured data, indicating that the model can be used to describe the heat–water–mechanics process in freezing soils under a complex freezing path. The freezing path determines the soil's water content profile in a manner like that in a stepwise freezing process, where each step produces a water‐content peak at the frozen fringe of the step. The model must consider shrinkage of the unfrozen area, or the amount of frost heave would be overestimated and the predicted ice lens would unrealistically be found in the frozen zone.
author2 National Basic Research Program of China
National Natural Science Foundation of China
format Article in Journal/Newspaper
author Bai, Ruiqiang
Lai, Yuanming
You, Zhemin
Ren, Jingge
spellingShingle Bai, Ruiqiang
Lai, Yuanming
You, Zhemin
Ren, Jingge
Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing
author_facet Bai, Ruiqiang
Lai, Yuanming
You, Zhemin
Ren, Jingge
author_sort Bai, Ruiqiang
title Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing
title_short Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing
title_full Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing
title_fullStr Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing
title_full_unstemmed Simulation of heat–water–mechanics process in a freezing soil under stepwise freezing
title_sort simulation of heat–water–mechanics process in a freezing soil under stepwise freezing
publisher Wiley
publishDate 2020
url http://dx.doi.org/10.1002/ppp.2028
https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1002%2Fppp.2028
https://onlinelibrary.wiley.com/doi/pdf/10.1002/ppp.2028
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ppp.2028
genre Permafrost and Periglacial Processes
genre_facet Permafrost and Periglacial Processes
op_source Permafrost and Periglacial Processes
volume 31, issue 1, page 200-212
ISSN 1045-6740 1099-1530
op_rights http://onlinelibrary.wiley.com/termsAndConditions#vor
op_doi https://doi.org/10.1002/ppp.2028
container_title Permafrost and Periglacial Processes
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