Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range?

The phase composition curve of frozen soils is a fundamental relationship in understanding permafrost and seasonally frozen soils. However, due to the complex interplay between adsorption and capillarity, a clear physically based understanding of the phase composition curve in the low temperature ra...

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Published in:Canadian Geotechnical Journal
Main Authors: Zhang, Chao, Liu, Zhen, Deng, Peng
Format: Text
Language:unknown
Published: Digital Commons @ Michigan Tech 2017
Subjects:
Online Access:https://digitalcommons.mtu.edu/cee-fp/39
https://doi.org/10.1139/cgj-2016-0150
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spelling ftmichigantuniv:oai:digitalcommons.mtu.edu:cee-fp-1035 2023-05-15T17:57:48+02:00 Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range? Zhang, Chao Liu, Zhen Deng, Peng 2017-12-12T08:00:00Z https://digitalcommons.mtu.edu/cee-fp/39 https://doi.org/10.1139/cgj-2016-0150 unknown Digital Commons @ Michigan Tech https://digitalcommons.mtu.edu/cee-fp/39 https://doi.org/10.1139/cgj-2016-0150 Department of Civil, Environmental, and Geospatial Engineering Publications frozen soils molecular dynamics pore size phase composition curves unfrozen adsorptive water Young–Laplace equation wettability Civil and Environmental Engineering text 2017 ftmichigantuniv https://doi.org/10.1139/cgj-2016-0150 2022-01-23T10:34:55Z The phase composition curve of frozen soils is a fundamental relationship in understanding permafrost and seasonally frozen soils. However, due to the complex interplay between adsorption and capillarity, a clear physically based understanding of the phase composition curve in the low temperature range, i.e., <265 K, is still absent. Especially, it is unclear whether the Young–Laplace equation corresponding to capillarity still holds in nano-size pores where adsorption could dominate. In this paper, a framework based on molecular dynamics was developed to investigate the phase transition behavior of water confined in nano-size pores. A series of simulations was conducted to unravel the effects of the pore size and wettability on the freezing and melting of pore water. This is the first time that the phase composition behavior of frozen soils is analyzed using molecular dynamics. It is found that the Young–Laplace equation may not apply in the low temperature range. Text permafrost Michigan Technological University: Digital Commons @ Michigan Tech Laplace ENVELOPE(141.467,141.467,-66.782,-66.782) Canadian Geotechnical Journal 55 8 1144 1153
institution Open Polar
collection Michigan Technological University: Digital Commons @ Michigan Tech
op_collection_id ftmichigantuniv
language unknown
topic frozen soils
molecular dynamics
pore size
phase composition curves
unfrozen adsorptive water
Young–Laplace equation
wettability
Civil and Environmental Engineering
spellingShingle frozen soils
molecular dynamics
pore size
phase composition curves
unfrozen adsorptive water
Young–Laplace equation
wettability
Civil and Environmental Engineering
Zhang, Chao
Liu, Zhen
Deng, Peng
Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range?
topic_facet frozen soils
molecular dynamics
pore size
phase composition curves
unfrozen adsorptive water
Young–Laplace equation
wettability
Civil and Environmental Engineering
description The phase composition curve of frozen soils is a fundamental relationship in understanding permafrost and seasonally frozen soils. However, due to the complex interplay between adsorption and capillarity, a clear physically based understanding of the phase composition curve in the low temperature range, i.e., <265 K, is still absent. Especially, it is unclear whether the Young–Laplace equation corresponding to capillarity still holds in nano-size pores where adsorption could dominate. In this paper, a framework based on molecular dynamics was developed to investigate the phase transition behavior of water confined in nano-size pores. A series of simulations was conducted to unravel the effects of the pore size and wettability on the freezing and melting of pore water. This is the first time that the phase composition behavior of frozen soils is analyzed using molecular dynamics. It is found that the Young–Laplace equation may not apply in the low temperature range.
format Text
author Zhang, Chao
Liu, Zhen
Deng, Peng
author_facet Zhang, Chao
Liu, Zhen
Deng, Peng
author_sort Zhang, Chao
title Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range?
title_short Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range?
title_full Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range?
title_fullStr Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range?
title_full_unstemmed Using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: Does Young–Laplace equation apply in low temperature range?
title_sort using molecular dynamics to unravel phase composition behavior of nano-size pores in frozen soils: does young–laplace equation apply in low temperature range?
publisher Digital Commons @ Michigan Tech
publishDate 2017
url https://digitalcommons.mtu.edu/cee-fp/39
https://doi.org/10.1139/cgj-2016-0150
long_lat ENVELOPE(141.467,141.467,-66.782,-66.782)
geographic Laplace
geographic_facet Laplace
genre permafrost
genre_facet permafrost
op_source Department of Civil, Environmental, and Geospatial Engineering Publications
op_relation https://digitalcommons.mtu.edu/cee-fp/39
https://doi.org/10.1139/cgj-2016-0150
op_doi https://doi.org/10.1139/cgj-2016-0150
container_title Canadian Geotechnical Journal
container_volume 55
container_issue 8
container_start_page 1144
op_container_end_page 1153
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