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Experimental study on moisture migration of remodeled clay under different overburden pressure and temperature gradients
Authors:Feng Ming  DongQing Li  Xing Huang  JianHong Fang
Affiliation:1. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China
2. Qinghai Research Institute of Transportation, Xining, Qinghai 810008, China
Abstract:Unidirectional freezing experiments under overburden pressure were carried out, in order to study the driving force of moisture migration of remodeled clay during freezing, through improving the indoor moisture migration test device. Overburden pressure and cooling temperature with the same circumstance were changed to determine the influence on water migration of a single factor. Results show that water content increases above the location of the final ice lenses and decreases below the location. When the overburden pressure increases, water intake gradually decreases and the time starting to absorb water is delayed. The location of the final ice lens is not sensitive to overburden pressure but influenced by the temperature boundary. The impact of overburden pressure and maximum temperature is not obvious. Freezing rate is not sensitive to overburden pressure but influenced by temperature, and it increases when the cold temperature decreases. Frost heave and water intake flow increases with increasing time and rises up to a peak value, and then decreases. During the freezing process, water intake flow increases when freezing rate decreases. Water intake flow decreases when the overburden pressure increases when the cold temperature decreases. Finally, we expanded the segregation theory, and proposed a model to describe the relationship between water intake flow and freezing rate.
Keywords:frost heave   moisture migration   overburden pressure   temperature gradient   open system   indoor experiments
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