WU Dao-yong, LAI Yuan-ming, MA Qin-guo, et al. Model test study of water and salt migration and deformation characteristics in seasonally frozen soil[J]. 2016, 37(2): 465-476.
DOI:
WU Dao-yong, LAI Yuan-ming, MA Qin-guo, et al. Model test study of water and salt migration and deformation characteristics in seasonally frozen soil[J]. 2016, 37(2): 465-476.DOI: 10.16285/j.rsm.2016.02.020.
Model test study of water and salt migration and deformation characteristics in seasonally frozen soil
In order to investigate the law of water and salt migration
understand the deformation characteristics of saline frozen soil
and explore the mechanism of soil salinization in cold and arid regions
a model test of silty clay with different salinities is carried out. Results indicate that the temperature
water
salt and deformation of the saline frozen soil are coupling with each other. The temperature reduction is advantageous to precipitate the salt crystals and freeze the unfrozen water
while the temperature rise is liable to dissolve the salt crystals and thaw the ice. Heat release or absorption during the phase change of salt and water influences the soil temperature. Salt influences the water content significantly by changing the dynamic viscosity of the fluid and freezing temperature the soil
and generating a great suction when salt crystals precipitate from the supersaturated solution. Salt migrating with unfrozen water in ionic form means that water is the medium for salt migration. Salt and water are moving upward to the surface during cooling period
while the opposite direction is observed during warming period. The migration rate is related to the soil suction
and the greatest soil suction in the freezing fringe results in the fastest migration velocity. The deformation of saline frozen soil is the result of the combined effect of salt and water. Frost heave and thaw settlement caused by water freezing and thawing are the mainly deformation of saline frozen soil with low salinity
while salt heave and dissolve settlement caused by salt crystallization and dissolution play the dominant role with high salinity.
Model test of frozen soil wall beneath seasonally frozen soil layer
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Related Author
XU Xue-yan
JI Zhi-qiang
ZHANG Chen-xi
CAO Xiao-yong
LIU Rui-hui
LI Jian-fei
YE Xin-xin
GENG Jun-yang
Related Institution
School of Civil Engineering, Harbin Institute of Technology
School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC