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    Soil Freezing and Soil Water Retention Characteristics: Connection and Solute Effects

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 001
    Author:
    Tiantian Ma
    ,
    Changfu Wei
    ,
    Xiaolong Xia
    ,
    Jiazuo Zhou
    ,
    Pan Chen
    DOI: 10.1061/(ASCE)CF.1943-5509.0000851
    Publisher: American Society of Civil Engineers
    Abstract: The relation between the soil-water characteristic curve (SWCC) and the soil freezing characteristic curve (SFCC) is investigated based on the similarity between the freezing/thawing and drying/wetting behaviors of soils. The SWCCs of clay and silt are obtained by the pressure plate extractor and vapor pressure method, while the SFCCs are determined from the unfrozen water content measurement using the nuclear magnetic resonance (NMR) and temperature measurement. The pore water potential of the frozen soil is derived from a generalized Clapeyron equation, which addresses the effects of capillarity, sorption, and osmosis, and compared to that of unsaturated soils. Our experimental results show that at low water content the matric potential in the soil saturated with pore water and pore ice is generally different from that in the soil saturated with pore water and pore gas. A series of experiments on the soil samples saturated by NaCl solutions of different concentrations were performed to determine the osmotic potential and the water retention characteristics. Based on the principles of surface chemistry, a relationship between the adsorptive forces and the water film thickness is developed, which is capable of describing the soil water characteristic when the sorption effect is significant. Our results indicate that the freezing-point depression method should be applied with caution in determining the soil water retention characteristics of unsaturated soils at lower water content.
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      Soil Freezing and Soil Water Retention Characteristics: Connection and Solute Effects

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    contributor authorTiantian Ma
    contributor authorChangfu Wei
    contributor authorXiaolong Xia
    contributor authorJiazuo Zhou
    contributor authorPan Chen
    date accessioned2017-05-08T22:33:44Z
    date available2017-05-08T22:33:44Z
    date copyrightFebruary 2017
    date issued2017
    identifier other49745007.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82640
    description abstractThe relation between the soil-water characteristic curve (SWCC) and the soil freezing characteristic curve (SFCC) is investigated based on the similarity between the freezing/thawing and drying/wetting behaviors of soils. The SWCCs of clay and silt are obtained by the pressure plate extractor and vapor pressure method, while the SFCCs are determined from the unfrozen water content measurement using the nuclear magnetic resonance (NMR) and temperature measurement. The pore water potential of the frozen soil is derived from a generalized Clapeyron equation, which addresses the effects of capillarity, sorption, and osmosis, and compared to that of unsaturated soils. Our experimental results show that at low water content the matric potential in the soil saturated with pore water and pore ice is generally different from that in the soil saturated with pore water and pore gas. A series of experiments on the soil samples saturated by NaCl solutions of different concentrations were performed to determine the osmotic potential and the water retention characteristics. Based on the principles of surface chemistry, a relationship between the adsorptive forces and the water film thickness is developed, which is capable of describing the soil water characteristic when the sorption effect is significant. Our results indicate that the freezing-point depression method should be applied with caution in determining the soil water retention characteristics of unsaturated soils at lower water content.
    publisherAmerican Society of Civil Engineers
    titleSoil Freezing and Soil Water Retention Characteristics: Connection and Solute Effects
    typeJournal Paper
    journal volume31
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000851
    treeJournal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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