Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions

The traditional crushed-rock embankment (CRE) has proven to be one of the most successful cooling embankment structures during the operation of Qinghai-Tibet Railway. However, it remains untested whether or not traditional CRE can maintain stability of permafrost foundation under expressways under s...

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Published in:Case Studies in Thermal Engineering
Main Authors: Bowen Tai, Qingbai Wu, Guoqing Chen
Format: Article in Journal/Newspaper
Language:English
Published: Elsevier 2023
Subjects:
Online Access:https://doi.org/10.1016/j.csite.2023.103610
https://doaj.org/article/40e0e8bc212e47dbbcd951029753f50b
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spelling ftdoajarticles:oai:doaj.org/article:40e0e8bc212e47dbbcd951029753f50b 2023-11-12T04:24:23+01:00 Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions Bowen Tai Qingbai Wu Guoqing Chen 2023-11-01T00:00:00Z https://doi.org/10.1016/j.csite.2023.103610 https://doaj.org/article/40e0e8bc212e47dbbcd951029753f50b EN eng Elsevier http://www.sciencedirect.com/science/article/pii/S2214157X23009164 https://doaj.org/toc/2214-157X 2214-157X doi:10.1016/j.csite.2023.103610 https://doaj.org/article/40e0e8bc212e47dbbcd951029753f50b Case Studies in Thermal Engineering, Vol 51, Iss , Pp 103610- (2023) Crushed-rock material Expressway Asphalt-pavement Thermal stability Permafrost Engineering (General). Civil engineering (General) TA1-2040 article 2023 ftdoajarticles https://doi.org/10.1016/j.csite.2023.103610 2023-10-22T00:42:10Z The traditional crushed-rock embankment (CRE) has proven to be one of the most successful cooling embankment structures during the operation of Qinghai-Tibet Railway. However, it remains untested whether or not traditional CRE can maintain stability of permafrost foundation under expressways under strong heat absorption of asphalt-pavement and climate warming. For the study, field tests were performed to evaluate cooling performance of traditional CRE in wider-width expressways. Then, A heat transfer model of the CRE was established, and a novel inverted “M”-shaped crushed-rock embankment (MCRE) was proposed. Finally, large numbers of numerical simulations were further performed to comparatively evaluate thermal behavior and cooling performances for both traditional CRE and novel MCRE in wider-width expressway construction. The study shows that (1) the expressway accelerates degradation rate of permafrost foundation under traditional CRE; (2) traditional CRE shows obvious sunny-shady slope effect, which cannot guarantee thermal stability of expressway; (3) the novel MCRE for the expressway increases the entry of cooling energy and therefore accelerates heat dissipation from the permafrost foundation; and (4) the novel MCRE improves long-term thermal stability of the expressway. The research could provide important technical reference for the construction of wider-width expressways in permafrost areas in the future. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles Case Studies in Thermal Engineering 51 103610
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
topic Crushed-rock material
Expressway
Asphalt-pavement
Thermal stability
Permafrost
Engineering (General). Civil engineering (General)
TA1-2040
spellingShingle Crushed-rock material
Expressway
Asphalt-pavement
Thermal stability
Permafrost
Engineering (General). Civil engineering (General)
TA1-2040
Bowen Tai
Qingbai Wu
Guoqing Chen
Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions
topic_facet Crushed-rock material
Expressway
Asphalt-pavement
Thermal stability
Permafrost
Engineering (General). Civil engineering (General)
TA1-2040
description The traditional crushed-rock embankment (CRE) has proven to be one of the most successful cooling embankment structures during the operation of Qinghai-Tibet Railway. However, it remains untested whether or not traditional CRE can maintain stability of permafrost foundation under expressways under strong heat absorption of asphalt-pavement and climate warming. For the study, field tests were performed to evaluate cooling performance of traditional CRE in wider-width expressways. Then, A heat transfer model of the CRE was established, and a novel inverted “M”-shaped crushed-rock embankment (MCRE) was proposed. Finally, large numbers of numerical simulations were further performed to comparatively evaluate thermal behavior and cooling performances for both traditional CRE and novel MCRE in wider-width expressway construction. The study shows that (1) the expressway accelerates degradation rate of permafrost foundation under traditional CRE; (2) traditional CRE shows obvious sunny-shady slope effect, which cannot guarantee thermal stability of expressway; (3) the novel MCRE for the expressway increases the entry of cooling energy and therefore accelerates heat dissipation from the permafrost foundation; and (4) the novel MCRE improves long-term thermal stability of the expressway. The research could provide important technical reference for the construction of wider-width expressways in permafrost areas in the future.
format Article in Journal/Newspaper
author Bowen Tai
Qingbai Wu
Guoqing Chen
author_facet Bowen Tai
Qingbai Wu
Guoqing Chen
author_sort Bowen Tai
title Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions
title_short Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions
title_full Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions
title_fullStr Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions
title_full_unstemmed Field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions
title_sort field forensic and numerical investigation of thermal stability of a permafrost-protecting granular embankment structure of asphalt-pavement expressways in cold regions
publisher Elsevier
publishDate 2023
url https://doi.org/10.1016/j.csite.2023.103610
https://doaj.org/article/40e0e8bc212e47dbbcd951029753f50b
genre permafrost
genre_facet permafrost
op_source Case Studies in Thermal Engineering, Vol 51, Iss , Pp 103610- (2023)
op_relation http://www.sciencedirect.com/science/article/pii/S2214157X23009164
https://doaj.org/toc/2214-157X
2214-157X
doi:10.1016/j.csite.2023.103610
https://doaj.org/article/40e0e8bc212e47dbbcd951029753f50b
op_doi https://doi.org/10.1016/j.csite.2023.103610
container_title Case Studies in Thermal Engineering
container_volume 51
container_start_page 103610
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