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...

Full description

Bibliographic Details
Main Authors: Zhongqiong Zhang, Qingbai Wu, Ze Zhang, Lihui Luo
Format: Article
Language:English
Published: Wiley 2019-10-01
Series:Energy Science & Engineering
Subjects:
Online Access:https://doi.org/10.1002/ese3.401
id doaj-aa7dd265be294f85a30ebc2a1f5e5ea7
record_format Article
spelling doaj-aa7dd265be294f85a30ebc2a1f5e5ea72020-11-25T01:25:38ZengWileyEnergy Science & Engineering2050-05052019-10-01751925193610.1002/ese3.401Hydrothermal accumulation under asphalt pavement in cold regionsZhongqiong Zhang0Qingbai Wu1Ze Zhang2Lihui Luo3State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco‐Environment and Resources Chinese Academy of Science Lanzhou ChinaState Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco‐Environment and Resources Chinese Academy of Science Lanzhou ChinaState Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco‐Environment and Resources Chinese Academy of Science Lanzhou ChinaState Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco‐Environment and Resources Chinese Academy of Science Lanzhou ChinaAbstract 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.https://doi.org/10.1002/ese3.401asphalt pavementhydrothermal accumulationliquid–vapor water transportthawing and freezing process
collection DOAJ
language English
format Article
sources DOAJ
author Zhongqiong Zhang
Qingbai Wu
Ze Zhang
Lihui Luo
spellingShingle Zhongqiong Zhang
Qingbai Wu
Ze Zhang
Lihui Luo
Hydrothermal accumulation under asphalt pavement in cold regions
Energy Science & Engineering
asphalt pavement
hydrothermal accumulation
liquid–vapor water transport
thawing and freezing process
author_facet Zhongqiong Zhang
Qingbai Wu
Ze Zhang
Lihui Luo
author_sort Zhongqiong Zhang
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
series Energy Science & Engineering
issn 2050-0505
publishDate 2019-10-01
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.
topic asphalt pavement
hydrothermal accumulation
liquid–vapor water transport
thawing and freezing process
url https://doi.org/10.1002/ese3.401
work_keys_str_mv AT zhongqiongzhang hydrothermalaccumulationunderasphaltpavementincoldregions
AT qingbaiwu hydrothermalaccumulationunderasphaltpavementincoldregions
AT zezhang hydrothermalaccumulationunderasphaltpavementincoldregions
AT lihuiluo hydrothermalaccumulationunderasphaltpavementincoldregions
_version_ 1725112966823542784