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    New Soil-Water Characteristic Curve and Its Performance in the Finite-Element Simulation of Unsaturated Soils

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author:
    Shada H. Krishnapillai
    ,
    Nadarajah Ravichandran
    DOI: 10.1061/(ASCE)GM.1943-5622.0000132
    Publisher: American Society of Civil Engineers
    Abstract: Among the many constitutive equations, the moisture-suction relationship, also known as the soil-water characteristic curve (SWCC), is one of the important relationships needed for modeling the dynamics of unsaturated soils using the finite-element method. In this study, a new SWCC equation is developed that uses four fitting parameters including the maximum possible suction. The new model predicts the experimental data of various soils well for a wide range of degrees of saturation (DOS), especially in high suction (above
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      New Soil-Water Characteristic Curve and Its Performance in the Finite-Element Simulation of Unsaturated Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61530
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    contributor authorShada H. Krishnapillai
    contributor authorNadarajah Ravichandran
    date accessioned2017-05-08T21:45:22Z
    date available2017-05-08T21:45:22Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29gm%2E1943-5622%2E0000144.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61530
    description abstractAmong the many constitutive equations, the moisture-suction relationship, also known as the soil-water characteristic curve (SWCC), is one of the important relationships needed for modeling the dynamics of unsaturated soils using the finite-element method. In this study, a new SWCC equation is developed that uses four fitting parameters including the maximum possible suction. The new model predicts the experimental data of various soils well for a wide range of degrees of saturation (DOS), especially in high suction (above
    publisherAmerican Society of Civil Engineers
    titleNew Soil-Water Characteristic Curve and Its Performance in the Finite-Element Simulation of Unsaturated Soils
    typeJournal Paper
    journal volume12
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000132
    treeInternational Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    contenttypeFulltext
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