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    Unsaturated Soil Seepage Analysis Using a Rational Transformation Method with Under-Relaxation

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 003
    Author:
    Y.-G. Cheng
    ,
    K.-K. Phoon
    ,
    T.-S. Tan
    DOI: 10.1061/(ASCE)1532-3641(2008)8:3(207)
    Publisher: American Society of Civil Engineers
    Abstract: The finite-element method provides a convenient and effective means for solving problems of seepage in unsaturated soils. However, convergence difficulties exist in numerical simulations of unsaturated flow analyses because of the high nonlinearity of the soil hydraulic properties. This technical note presents a combination approach consisting of a rational function transformation method and a common under-relaxation technique to solve the
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      Unsaturated Soil Seepage Analysis Using a Rational Transformation Method with Under-Relaxation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/55159
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    • International Journal of Geomechanics

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    contributor authorY.-G. Cheng
    contributor authorK.-K. Phoon
    contributor authorT.-S. Tan
    date accessioned2017-05-08T21:32:06Z
    date available2017-05-08T21:32:06Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%291532-3641%282008%298%3A3%28207%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55159
    description abstractThe finite-element method provides a convenient and effective means for solving problems of seepage in unsaturated soils. However, convergence difficulties exist in numerical simulations of unsaturated flow analyses because of the high nonlinearity of the soil hydraulic properties. This technical note presents a combination approach consisting of a rational function transformation method and a common under-relaxation technique to solve the
    publisherAmerican Society of Civil Engineers
    titleUnsaturated Soil Seepage Analysis Using a Rational Transformation Method with Under-Relaxation
    typeJournal Paper
    journal volume8
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2008)8:3(207)
    treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 003
    contenttypeFulltext
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