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A platform for research: civil engineering, architecture and urbanism
Parameterization of soil freezing characteristic curve for unsaturated soils
Abstract The soil freezing characteristic curve (SFCC) describes the relationship between the temperature and unfrozen water content in a soil. The SFCC is indispensable in modelling the hydro-mechanical behaviour of frozen soils, but is less understood for the unsaturated soils. A series of SFCC tests of unsaturated silica sand, silt and red clay are preformed based on a newly developed nuclear magnetic resonance (NMR) apparatus, which can precisely control the sample temperature in the magnetic field. The experimental results show that the measured SFCC varies significantly for different initial water contents, and that a lower initial water content leads to a slower increase in unfrozen water content, proving that the SFCC is closely related to the initial unsaturated state. It is found that the thawing curve is better to represent the SFCC, in contrast the freezing curve is significantly affected by the supercooling phenomenon. A new parameterization of the SFCC is presented for unsaturated soils by combining the Clapeyron equation and the model for Soil Water Characteristic Curve (SWCC). A number of test results from the literature and this study are used to validate the new SFCC model. By inputting the parameters for the SWCC and initial state into the proposed model, the predicted SFCC can agree well with the measured results. The new model has a theoretical basis and simple form and is applicable to both saturated and unsaturated soils.
Highlights The soil freezing characteristic curve is related to the unsaturated state. A new nuclear magnetic resonance device is used to measure unfrozen water content. Thawing curve is better to represent the soil freezing characteristic curve. A new model that has a theoretical basis and simple form is proposed.
Parameterization of soil freezing characteristic curve for unsaturated soils
Abstract The soil freezing characteristic curve (SFCC) describes the relationship between the temperature and unfrozen water content in a soil. The SFCC is indispensable in modelling the hydro-mechanical behaviour of frozen soils, but is less understood for the unsaturated soils. A series of SFCC tests of unsaturated silica sand, silt and red clay are preformed based on a newly developed nuclear magnetic resonance (NMR) apparatus, which can precisely control the sample temperature in the magnetic field. The experimental results show that the measured SFCC varies significantly for different initial water contents, and that a lower initial water content leads to a slower increase in unfrozen water content, proving that the SFCC is closely related to the initial unsaturated state. It is found that the thawing curve is better to represent the SFCC, in contrast the freezing curve is significantly affected by the supercooling phenomenon. A new parameterization of the SFCC is presented for unsaturated soils by combining the Clapeyron equation and the model for Soil Water Characteristic Curve (SWCC). A number of test results from the literature and this study are used to validate the new SFCC model. By inputting the parameters for the SWCC and initial state into the proposed model, the predicted SFCC can agree well with the measured results. The new model has a theoretical basis and simple form and is applicable to both saturated and unsaturated soils.
Highlights The soil freezing characteristic curve is related to the unsaturated state. A new nuclear magnetic resonance device is used to measure unfrozen water content. Thawing curve is better to represent the soil freezing characteristic curve. A new model that has a theoretical basis and simple form is proposed.
Parameterization of soil freezing characteristic curve for unsaturated soils
Teng, Jidong (author) / Kou, Jingyuan (author) / Yan, Xiaodong (author) / Zhang, Sheng (author) / Sheng, Daichao (author)
2019-10-28
Article (Journal)
Electronic Resource
English
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