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    Study on the Effect of the Second Phase Transition on Water and Salt Transfer in Sodium Chloride Soil

    Source: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 001::page 04024039-1
    Author:
    Linze Zhu
    ,
    Zean Xiao
    ,
    Kangliang Li
    ,
    Jieyun Duan
    DOI: 10.1061/JCRGEI.CRENG-886
    Publisher: American Society of Civil Engineers
    Abstract: Saline soil within cold and arid areas is characterized by frost heave and salt expansion, thereby presenting risks for the stability of engineering buildings and structures therein. Because of the deficiency in understanding ionic properties, the mechanism of saline soil deformation throughout the freezing process, especially in the second phase transition process, remains unclear. To explore the multifield coupling process in saline frozen soil, sodium chloride soil was chosen as the research object. A unidirectional freezing test was conducted to examine the impact of the second phase transition on water and salt transfer. As indicated by the results, three zones (unfrozen zone, the first phase transition zone, and the second phase transition zone) exist in the sodium chloride soil column. Water and salt accumulate at the zone boundaries as they redistribute during the freezing process. This is distinct from ice segregation in the frozen fringe of nonsaline frozen soil. Additionally, it was analyzed that the phase transition influenced water and salt transfer. The results will furnish a scientific basis for water and salt transfer in saline frozen soil.
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      Study on the Effect of the Second Phase Transition on Water and Salt Transfer in Sodium Chloride Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307333
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    contributor authorLinze Zhu
    contributor authorZean Xiao
    contributor authorKangliang Li
    contributor authorJieyun Duan
    date accessioned2025-08-17T22:42:40Z
    date available2025-08-17T22:42:40Z
    date copyright3/1/2025 12:00:00 AM
    date issued2025
    identifier otherJCRGEI.CRENG-886.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307333
    description abstractSaline soil within cold and arid areas is characterized by frost heave and salt expansion, thereby presenting risks for the stability of engineering buildings and structures therein. Because of the deficiency in understanding ionic properties, the mechanism of saline soil deformation throughout the freezing process, especially in the second phase transition process, remains unclear. To explore the multifield coupling process in saline frozen soil, sodium chloride soil was chosen as the research object. A unidirectional freezing test was conducted to examine the impact of the second phase transition on water and salt transfer. As indicated by the results, three zones (unfrozen zone, the first phase transition zone, and the second phase transition zone) exist in the sodium chloride soil column. Water and salt accumulate at the zone boundaries as they redistribute during the freezing process. This is distinct from ice segregation in the frozen fringe of nonsaline frozen soil. Additionally, it was analyzed that the phase transition influenced water and salt transfer. The results will furnish a scientific basis for water and salt transfer in saline frozen soil.
    publisherAmerican Society of Civil Engineers
    titleStudy on the Effect of the Second Phase Transition on Water and Salt Transfer in Sodium Chloride Soil
    typeJournal Article
    journal volume39
    journal issue1
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/JCRGEI.CRENG-886
    journal fristpage04024039-1
    journal lastpage04024039-6
    page6
    treeJournal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 001
    contenttypeFulltext
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