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dc.contributor.authorLinze Zhu
dc.contributor.authorZean Xiao
dc.contributor.authorKangliang Li
dc.contributor.authorJieyun Duan
dc.date.accessioned2025-08-17T22:42:40Z
dc.date.available2025-08-17T22:42:40Z
dc.date.copyright3/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJCRGEI.CRENG-886.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307333
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on the Effect of the Second Phase Transition on Water and Salt Transfer in Sodium Chloride Soil
dc.typeJournal Article
dc.journal.volume39
dc.journal.issue1
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/JCRGEI.CRENG-886
dc.journal.fristpage04024039-1
dc.journal.lastpage04024039-6
dc.page6
dc.treeJournal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 001
dc.contenttypeFulltext


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