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    Analytical Solution for Fine Particle Accumulation in Soil Filters

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author:
    Lakshmi N. Reddi
    ,
    Mohan V. S. Bonala
    DOI: 10.1061/(ASCE)1090-0241(1997)123:12(1143)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a mathematical solution for fine particle accumulation in soil filters. The solution accounts for particle transport in the base soil and uses a lumped parameter to account for the effects of physicochemical forces influencing particle deposition. It considers particle release without subsequent entrapment in the base soil and particle deposition without subsequent release in the filter, and thus represents an upper-bound solution. The particle capture probability approach is adopted to determine the deposition in the filter. The model is demonstrated using a soil filter typically used in practice to protect fine-grained soils, and the potential for fine particle accumulation in the filter is assessed. The results show that fine particle accumulation in the filter material is significantly influenced by a deposition coefficient which is a function not only of the physical characteristics of the material, such as its particle size and pore size distributions, but also of the pore fluid composition and the size of the migrating particles in the pore stream. Because of its closed-form nature, the solution can be easily adopted in practice to assess the potential of fine particle accumulation in soil filters. A stepwise procedure is suggested to use the solution.
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      Analytical Solution for Fine Particle Accumulation in Soil Filters

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51279
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorLakshmi N. Reddi
    contributor authorMohan V. S. Bonala
    date accessioned2017-05-08T21:26:00Z
    date available2017-05-08T21:26:00Z
    date copyrightDecember 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A12%281143%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51279
    description abstractThis paper presents a mathematical solution for fine particle accumulation in soil filters. The solution accounts for particle transport in the base soil and uses a lumped parameter to account for the effects of physicochemical forces influencing particle deposition. It considers particle release without subsequent entrapment in the base soil and particle deposition without subsequent release in the filter, and thus represents an upper-bound solution. The particle capture probability approach is adopted to determine the deposition in the filter. The model is demonstrated using a soil filter typically used in practice to protect fine-grained soils, and the potential for fine particle accumulation in the filter is assessed. The results show that fine particle accumulation in the filter material is significantly influenced by a deposition coefficient which is a function not only of the physical characteristics of the material, such as its particle size and pore size distributions, but also of the pore fluid composition and the size of the migrating particles in the pore stream. Because of its closed-form nature, the solution can be easily adopted in practice to assess the potential of fine particle accumulation in soil filters. A stepwise procedure is suggested to use the solution.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution for Fine Particle Accumulation in Soil Filters
    typeJournal Paper
    journal volume123
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:12(1143)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    contenttypeFulltext
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