Hydrothermal accumulation under asphalt pavement in cold regions

Abstract Water and heat changes are the main problems that plague the stability and service performance of roadbeds in cold regions. Though hydrothermal transfer and accumulation directly affect roadbed properties, these processes remain poorly understood as monitoring data are often collected over...

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Published in:Energy Science & Engineering
Main Authors: Zhang, Zhongqiong, Wu, Qingbai, Zhang, Ze, Luo, Lihui
Other Authors: National Natural Science Foundation of China
Format: Article in Journal/Newspaper
Language:English
Published: Wiley 2019
Subjects:
Online Access:http://dx.doi.org/10.1002/ese3.401
https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.401
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ese3.401
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spelling crwiley:10.1002/ese3.401 2024-06-02T08:13:07+00:00 Hydrothermal accumulation under asphalt pavement in cold regions Zhang, Zhongqiong Wu, Qingbai Zhang, Ze Luo, Lihui National Natural Science Foundation of China 2019 http://dx.doi.org/10.1002/ese3.401 https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.401 https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ese3.401 en eng Wiley http://creativecommons.org/licenses/by/4.0/ Energy Science & Engineering volume 7, issue 5, page 1925-1936 ISSN 2050-0505 2050-0505 journal-article 2019 crwiley https://doi.org/10.1002/ese3.401 2024-05-03T11:35:55Z Abstract Water and heat changes are the main problems that plague the stability and service performance of roadbeds in cold regions. Though hydrothermal transfer and accumulation directly affect roadbed properties, these processes remain poorly understood as monitoring data are often collected over short time periods and large spacing in depth. This research compares water and temperature data collected from 2012 to 2015 to elucidate the physical mechanisms of hydrothermal accumulation under both asphalt pavement and original pavement. These thermal and physical mechanisms include differences in the freezing process ( FP ) and the thawing process ( TP ), water transport, condensation, and hydrothermal accumulation. For instance, when compared to the underlying layer, the thawing of the surface layer of asphalt pavement was delayed by 35 days because of differences in hydrothermal properties. During TP , liquid water content changes from 3.31%‐13.2% to 15%‐37.67%, and the unfrozen water content of the soil layers under the asphalt pavement was approximately 6.85%‐12.34% higher than that of the soil layers under the original pavement. A layer with high water content and heat formed under the surface layer of asphalt pavement and provided the appropriate conditions for vapor transport and condensation. Soil layers thawed early in the preceding year, and this hydrothermal accumulation occurred on an annual basis. The annual minimum monthly average temperature was thus found to be increasing at the rate of 0.34°C/y. As water content also accounts for heat accumulation and was found to be more sensitive to change than temperature, the results of this study can provide theoretical and technical data useful for highway construction and design in permafrost regions. Article in Journal/Newspaper permafrost Wiley Online Library Energy Science & Engineering 7 5 1925 1936
institution Open Polar
collection Wiley Online Library
op_collection_id crwiley
language English
description Abstract Water and heat changes are the main problems that plague the stability and service performance of roadbeds in cold regions. Though hydrothermal transfer and accumulation directly affect roadbed properties, these processes remain poorly understood as monitoring data are often collected over short time periods and large spacing in depth. This research compares water and temperature data collected from 2012 to 2015 to elucidate the physical mechanisms of hydrothermal accumulation under both asphalt pavement and original pavement. These thermal and physical mechanisms include differences in the freezing process ( FP ) and the thawing process ( TP ), water transport, condensation, and hydrothermal accumulation. For instance, when compared to the underlying layer, the thawing of the surface layer of asphalt pavement was delayed by 35 days because of differences in hydrothermal properties. During TP , liquid water content changes from 3.31%‐13.2% to 15%‐37.67%, and the unfrozen water content of the soil layers under the asphalt pavement was approximately 6.85%‐12.34% higher than that of the soil layers under the original pavement. A layer with high water content and heat formed under the surface layer of asphalt pavement and provided the appropriate conditions for vapor transport and condensation. Soil layers thawed early in the preceding year, and this hydrothermal accumulation occurred on an annual basis. The annual minimum monthly average temperature was thus found to be increasing at the rate of 0.34°C/y. As water content also accounts for heat accumulation and was found to be more sensitive to change than temperature, the results of this study can provide theoretical and technical data useful for highway construction and design in permafrost regions.
author2 National Natural Science Foundation of China
format Article in Journal/Newspaper
author Zhang, Zhongqiong
Wu, Qingbai
Zhang, Ze
Luo, Lihui
spellingShingle Zhang, Zhongqiong
Wu, Qingbai
Zhang, Ze
Luo, Lihui
Hydrothermal accumulation under asphalt pavement in cold regions
author_facet Zhang, Zhongqiong
Wu, Qingbai
Zhang, Ze
Luo, Lihui
author_sort Zhang, Zhongqiong
title Hydrothermal accumulation under asphalt pavement in cold regions
title_short Hydrothermal accumulation under asphalt pavement in cold regions
title_full Hydrothermal accumulation under asphalt pavement in cold regions
title_fullStr Hydrothermal accumulation under asphalt pavement in cold regions
title_full_unstemmed Hydrothermal accumulation under asphalt pavement in cold regions
title_sort hydrothermal accumulation under asphalt pavement in cold regions
publisher Wiley
publishDate 2019
url http://dx.doi.org/10.1002/ese3.401
https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.401
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ese3.401
genre permafrost
genre_facet permafrost
op_source Energy Science & Engineering
volume 7, issue 5, page 1925-1936
ISSN 2050-0505 2050-0505
op_rights http://creativecommons.org/licenses/by/4.0/
op_doi https://doi.org/10.1002/ese3.401
container_title Energy Science & Engineering
container_volume 7
container_issue 5
container_start_page 1925
op_container_end_page 1936
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