Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons

Seasonal frost or permafrost soils may encounter frost heave or thaw settlement resulting from atmospheric temperature changes and/or heat emanating from the resource-carrying pipeline. Notably, these soil movements can damage the pipeline. Thus, various ground stabilization methods have been develo...

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Published in:Applied Sciences
Main Authors: Dong-Su Park, Mun-Beom Shin, Woo-Jin Park, Young-Kyo Seo
Format: Article in Journal/Newspaper
Language:English
Published: MDPI AG 2023
Subjects:
T
Online Access:https://doi.org/10.3390/app13031948
https://doaj.org/article/110a093f6c494e619fcafee83ba0e849
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spelling ftdoajarticles:oai:doaj.org/article:110a093f6c494e619fcafee83ba0e849 2023-05-15T17:57:58+02:00 Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons Dong-Su Park Mun-Beom Shin Woo-Jin Park Young-Kyo Seo 2023-02-01T00:00:00Z https://doi.org/10.3390/app13031948 https://doaj.org/article/110a093f6c494e619fcafee83ba0e849 EN eng MDPI AG https://www.mdpi.com/2076-3417/13/3/1948 https://doaj.org/toc/2076-3417 doi:10.3390/app13031948 2076-3417 https://doaj.org/article/110a093f6c494e619fcafee83ba0e849 Applied Sciences, Vol 13, Iss 1948, p 1948 (2023) frost heave thaw settlement frost-susceptible soil thermosiphon finite element analysis Technology T Engineering (General). Civil engineering (General) TA1-2040 Biology (General) QH301-705.5 Physics QC1-999 Chemistry QD1-999 article 2023 ftdoajarticles https://doi.org/10.3390/app13031948 2023-02-12T01:27:02Z Seasonal frost or permafrost soils may encounter frost heave or thaw settlement resulting from atmospheric temperature changes and/or heat emanating from the resource-carrying pipeline. Notably, these soil movements can damage the pipeline. Thus, various ground stabilization methods have been developed to prevent the onset of these phenomena in frost-susceptible soils, and the application of thermosiphons is a representative method. Recently, a numerical analysis method called the thermosiphon model for a pipeline and thermosiphons in frost-susceptible soil has been developed; however, the study only focused on the ability to reduce frost heave of the soil using the thermosiphon. Therefore, here, numerical analysis was conducted to determine the performance of a buried pipeline according to frost heave and thaw settlement by applying the thermosiphon model via ABAQUS. For the novel numerical analysis, two scenarios are established: frost heave and thaw settlement. For each scenario, the behaviors of the frost-susceptible soil and pipeline are compared in four cases, distinguished by the arrangement of thermosiphons applied. The results indicate that according to the arrangement of the thermosiphons, the frost-heave and thaw-settlement behaviors are verifiably reduced by up to 62% and 82%, respectively, compared to when no thermosiphons are applied. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles Applied Sciences 13 3 1948
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
topic frost heave
thaw settlement
frost-susceptible soil
thermosiphon
finite element analysis
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle frost heave
thaw settlement
frost-susceptible soil
thermosiphon
finite element analysis
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Dong-Su Park
Mun-Beom Shin
Woo-Jin Park
Young-Kyo Seo
Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons
topic_facet frost heave
thaw settlement
frost-susceptible soil
thermosiphon
finite element analysis
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
description Seasonal frost or permafrost soils may encounter frost heave or thaw settlement resulting from atmospheric temperature changes and/or heat emanating from the resource-carrying pipeline. Notably, these soil movements can damage the pipeline. Thus, various ground stabilization methods have been developed to prevent the onset of these phenomena in frost-susceptible soils, and the application of thermosiphons is a representative method. Recently, a numerical analysis method called the thermosiphon model for a pipeline and thermosiphons in frost-susceptible soil has been developed; however, the study only focused on the ability to reduce frost heave of the soil using the thermosiphon. Therefore, here, numerical analysis was conducted to determine the performance of a buried pipeline according to frost heave and thaw settlement by applying the thermosiphon model via ABAQUS. For the novel numerical analysis, two scenarios are established: frost heave and thaw settlement. For each scenario, the behaviors of the frost-susceptible soil and pipeline are compared in four cases, distinguished by the arrangement of thermosiphons applied. The results indicate that according to the arrangement of the thermosiphons, the frost-heave and thaw-settlement behaviors are verifiably reduced by up to 62% and 82%, respectively, compared to when no thermosiphons are applied.
format Article in Journal/Newspaper
author Dong-Su Park
Mun-Beom Shin
Woo-Jin Park
Young-Kyo Seo
author_facet Dong-Su Park
Mun-Beom Shin
Woo-Jin Park
Young-Kyo Seo
author_sort Dong-Su Park
title Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons
title_short Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons
title_full Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons
title_fullStr Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons
title_full_unstemmed Numerical Analysis of Frost Heave and Thaw Settlement for Pipeline Buried in Frost-Susceptible Soil via Thermosiphons
title_sort numerical analysis of frost heave and thaw settlement for pipeline buried in frost-susceptible soil via thermosiphons
publisher MDPI AG
publishDate 2023
url https://doi.org/10.3390/app13031948
https://doaj.org/article/110a093f6c494e619fcafee83ba0e849
genre permafrost
genre_facet permafrost
op_source Applied Sciences, Vol 13, Iss 1948, p 1948 (2023)
op_relation https://www.mdpi.com/2076-3417/13/3/1948
https://doaj.org/toc/2076-3417
doi:10.3390/app13031948
2076-3417
https://doaj.org/article/110a093f6c494e619fcafee83ba0e849
op_doi https://doi.org/10.3390/app13031948
container_title Applied Sciences
container_volume 13
container_issue 3
container_start_page 1948
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