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    Soil-Water Characteristic Curve Equation with Independent Properties

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author:
    Gilson de F. N. Gitirana, Jr.
    ,
    Delwyn G. Fredlund
    DOI: 10.1061/(ASCE)1090-0241(2004)130:2(209)
    Publisher: American Society of Civil Engineers
    Abstract: The soil-water characteristic curve (SWCC) has traditionally been represented using equations whose fitting parameters do not individually correspond to clearly defined soil properties or to features of the curve. As a result, unique sets of parameters are often nonexistent, and sensitivity analyses and statistical assessments of SWCC parameters become difficult. In order to overcome these difficulties, a new class of equations to represent unimodal and bimodal SWCCs is proposed. The chosen fitting parameters are the air-entry value, the residual suction, the residual degree of saturation, and a parameter that controls the sharpness of the curvatures. The physical meaning for the soil parameters is discussed for different soil types. A unique relation between each of the equation parameters and the individual features of SWCCs is assured. The proposed equations are fitted to data corresponding to a variety of soil types and a good fit is observed.
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      Soil-Water Characteristic Curve Equation with Independent Properties

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52463
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    contributor authorGilson de F. N. Gitirana, Jr.
    contributor authorDelwyn G. Fredlund
    date accessioned2017-05-08T21:27:55Z
    date available2017-05-08T21:27:55Z
    date copyrightFebruary 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A2%28209%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52463
    description abstractThe soil-water characteristic curve (SWCC) has traditionally been represented using equations whose fitting parameters do not individually correspond to clearly defined soil properties or to features of the curve. As a result, unique sets of parameters are often nonexistent, and sensitivity analyses and statistical assessments of SWCC parameters become difficult. In order to overcome these difficulties, a new class of equations to represent unimodal and bimodal SWCCs is proposed. The chosen fitting parameters are the air-entry value, the residual suction, the residual degree of saturation, and a parameter that controls the sharpness of the curvatures. The physical meaning for the soil parameters is discussed for different soil types. A unique relation between each of the equation parameters and the individual features of SWCCs is assured. The proposed equations are fitted to data corresponding to a variety of soil types and a good fit is observed.
    publisherAmerican Society of Civil Engineers
    titleSoil-Water Characteristic Curve Equation with Independent Properties
    typeJournal Paper
    journal volume130
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:2(209)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 002
    contenttypeFulltext
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