Study on the Effect of the Second Phase Transition on Water and Salt Transfer in Sodium Chloride SoilSource: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 001::page 04024039-1DOI: 10.1061/JCRGEI.CRENG-886Publisher: 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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| contributor author | Linze Zhu | |
| contributor author | Zean Xiao | |
| contributor author | Kangliang Li | |
| contributor author | Jieyun Duan | |
| date accessioned | 2025-08-17T22:42:40Z | |
| date available | 2025-08-17T22:42:40Z | |
| date copyright | 3/1/2025 12:00:00 AM | |
| date issued | 2025 | |
| identifier other | JCRGEI.CRENG-886.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4307333 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Study on the Effect of the Second Phase Transition on Water and Salt Transfer in Sodium Chloride Soil | |
| type | Journal Article | |
| journal volume | 39 | |
| journal issue | 1 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/JCRGEI.CRENG-886 | |
| journal fristpage | 04024039-1 | |
| journal lastpage | 04024039-6 | |
| page | 6 | |
| tree | Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 001 | |
| contenttype | Fulltext |