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    Pulsed NMR Measurements of Unfrozen Water Content in Partially Frozen Soil

    Source: Journal of Cold Regions Engineering:;2020:;Volume ( 034 ):;issue: 003
    Author:
    Zhiming Li
    ,
    Jian Chen
    ,
    Mitsutaka Sugimoto
    DOI: 10.1061/(ASCE)CR.1943-5495.0000220
    Publisher: ASCE
    Abstract: Unfrozen water is a critical component of frozen soil that determines its thermal and mechanical behavior and affects engineering structures during freeze–thaw cycles. Here, pulsed nuclear magnetic resonance was used to investigate the behavior of unfrozen water in silty clay, medium sand, and fine sand soils with different initial water contents and dry densities during freezing and thawing. An integral form was derived based on the capillary theory and the Gibbs–Thomson equation to estimate the unfrozen water content in unfrozen pores during freezing. The unfrozen water content in frozen pores was then calculated using the thickness of an adsorbed thin water film and the Clapeyron equation. A mathematical physical model was established based on similarity theory to obtain curves relating the temperature and unfrozen water content during thawing. The model was validated using experimental data and data from previous studies. The unfrozen water content is highly dependent on the dry density and soil type; all curves showed hysteresis during freezing and thawing owing to the different thermodynamic potentials of pore water.
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      Pulsed NMR Measurements of Unfrozen Water Content in Partially Frozen Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268405
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    contributor authorZhiming Li
    contributor authorJian Chen
    contributor authorMitsutaka Sugimoto
    date accessioned2022-01-30T21:32:57Z
    date available2022-01-30T21:32:57Z
    date issued9/1/2020 12:00:00 AM
    identifier other%28ASCE%29CR.1943-5495.0000220.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268405
    description abstractUnfrozen water is a critical component of frozen soil that determines its thermal and mechanical behavior and affects engineering structures during freeze–thaw cycles. Here, pulsed nuclear magnetic resonance was used to investigate the behavior of unfrozen water in silty clay, medium sand, and fine sand soils with different initial water contents and dry densities during freezing and thawing. An integral form was derived based on the capillary theory and the Gibbs–Thomson equation to estimate the unfrozen water content in unfrozen pores during freezing. The unfrozen water content in frozen pores was then calculated using the thickness of an adsorbed thin water film and the Clapeyron equation. A mathematical physical model was established based on similarity theory to obtain curves relating the temperature and unfrozen water content during thawing. The model was validated using experimental data and data from previous studies. The unfrozen water content is highly dependent on the dry density and soil type; all curves showed hysteresis during freezing and thawing owing to the different thermodynamic potentials of pore water.
    publisherASCE
    titlePulsed NMR Measurements of Unfrozen Water Content in Partially Frozen Soil
    typeJournal Paper
    journal volume34
    journal issue3
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)CR.1943-5495.0000220
    page10
    treeJournal of Cold Regions Engineering:;2020:;Volume ( 034 ):;issue: 003
    contenttypeFulltext
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