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    Probability of Transportation of Loose Particles in Suffusion Assessment by Self-Filtration Criteria

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Huu Duc To
    ,
    Alexander Scheuermann
    ,
    Sergio A. Galindo-Torres
    DOI: 10.1061/(ASCE)GT.1943-5606.0001403
    Publisher: American Society of Civil Engineers
    Abstract: Suffusion occurs when soil particles are loosened, detached, and transported away by seepage flow through a series of pores and pore constrictions. While traditional suffusion assessment methods are often based on particle size distribution analysis only, modern assessment methods are focused on constriction size distributions, which are derived from particle size distributions based on certain assumptions. This paper provides a new assessment method, which employs the probability of loose particles being transported to the next pore. The new approach can introduce the influence of an overlapping zone between the two fractions of loose particles and soil primary fabric. This overlapping zone was often overlooked in prior studies. The constriction size distribution of the primary fabric can be calculated approximately by two-dimensional or three-dimensional methods. The three-dimensional method used in the presented study even offers the opportunity to study the influence of particle arrangements on suffusion. The results of the new assessment methods show satisfactory agreement with experimental results.
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      Probability of Transportation of Loose Particles in Suffusion Assessment by Self-Filtration Criteria

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    contributor authorHuu Duc To
    contributor authorAlexander Scheuermann
    contributor authorSergio A. Galindo-Torres
    date accessioned2017-05-08T22:28:20Z
    date available2017-05-08T22:28:20Z
    date copyrightFebruary 2016
    date issued2016
    identifier other46025386.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81161
    description abstractSuffusion occurs when soil particles are loosened, detached, and transported away by seepage flow through a series of pores and pore constrictions. While traditional suffusion assessment methods are often based on particle size distribution analysis only, modern assessment methods are focused on constriction size distributions, which are derived from particle size distributions based on certain assumptions. This paper provides a new assessment method, which employs the probability of loose particles being transported to the next pore. The new approach can introduce the influence of an overlapping zone between the two fractions of loose particles and soil primary fabric. This overlapping zone was often overlooked in prior studies. The constriction size distribution of the primary fabric can be calculated approximately by two-dimensional or three-dimensional methods. The three-dimensional method used in the presented study even offers the opportunity to study the influence of particle arrangements on suffusion. The results of the new assessment methods show satisfactory agreement with experimental results.
    publisherAmerican Society of Civil Engineers
    titleProbability of Transportation of Loose Particles in Suffusion Assessment by Self-Filtration Criteria
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001403
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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