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    Empirical Estimation of Double‐Layer Repulsive Force between Two Inclined Clay Particles of Finite Length

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author:
    Ning Lu
    ,
    A. Anandarajah
    DOI: 10.1061/(ASCE)0733-9410(1992)118:4(628)
    Publisher: American Society of Civil Engineers
    Abstract: In a clay-water-electrolyte system, there exists a double-layer repulsive force between the clay particles. In a recent study, the influence of the nonparallel orientation and the finite size of the clay particles are systematically studied by solving the nonlinear governing equation by a finite element numerical technique. In this note, a set of empirical formulas are presented for the magnitude and location of the net repulsive force and shown to represent the numerical data reasonably well.
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      Empirical Estimation of Double‐Layer Repulsive Force between Two Inclined Clay Particles of Finite Length

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    http://yetl.yabesh.ir/yetl1/handle/yetl/21022
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    • Journal of Geotechnical Engineering

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    contributor authorNing Lu
    contributor authorA. Anandarajah
    date accessioned2017-05-08T20:36:27Z
    date available2017-05-08T20:36:27Z
    date copyrightApril 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A4%28628%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21022
    description abstractIn a clay-water-electrolyte system, there exists a double-layer repulsive force between the clay particles. In a recent study, the influence of the nonparallel orientation and the finite size of the clay particles are systematically studied by solving the nonlinear governing equation by a finite element numerical technique. In this note, a set of empirical formulas are presented for the magnitude and location of the net repulsive force and shown to represent the numerical data reasonably well.
    publisherAmerican Society of Civil Engineers
    titleEmpirical Estimation of Double‐Layer Repulsive Force between Two Inclined Clay Particles of Finite Length
    typeJournal Paper
    journal volume118
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:4(628)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 004
    contenttypeFulltext
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