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    Stress-Controlled Filtration with Compressible Particles

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author:
    Julio R. Valdes
    ,
    Shih-Hsun Liang
    DOI: 10.1061/(ASCE)1090-0241(2006)132:7(861)
    Publisher: American Society of Civil Engineers
    Abstract: This paper documents a novel filtration technology that incorporates low-stiffness filter matrix particles. The application of isotropic stresses leads to the compression of particles and ensuing pore throat size reductions in the filter matrix. The filtration capacity of the matrix is improved with increasing confinement because the retention of filtrate particles increases due to particulate plugging and bridging on the reduced pore throats. Conversely, relaxing the applied stresses renders system expansion, increased pore throat sizes, and enhanced flushing of entrapped particles from the filter. Experimental results indicate that this technology is most efficient in cases where particle retention occurs due to geometrical constraints (i.e., bridging); however, the system can also render filtration by surface deposition due to the net electrical attraction between the filtrate and filter. Experimental results are analyzed by considering particle-scale filtration mechanisms.
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      Stress-Controlled Filtration with Compressible Particles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52945
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJulio R. Valdes
    contributor authorShih-Hsun Liang
    date accessioned2017-05-08T21:28:36Z
    date available2017-05-08T21:28:36Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A7%28861%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52945
    description abstractThis paper documents a novel filtration technology that incorporates low-stiffness filter matrix particles. The application of isotropic stresses leads to the compression of particles and ensuing pore throat size reductions in the filter matrix. The filtration capacity of the matrix is improved with increasing confinement because the retention of filtrate particles increases due to particulate plugging and bridging on the reduced pore throats. Conversely, relaxing the applied stresses renders system expansion, increased pore throat sizes, and enhanced flushing of entrapped particles from the filter. Experimental results indicate that this technology is most efficient in cases where particle retention occurs due to geometrical constraints (i.e., bridging); however, the system can also render filtration by surface deposition due to the net electrical attraction between the filtrate and filter. Experimental results are analyzed by considering particle-scale filtration mechanisms.
    publisherAmerican Society of Civil Engineers
    titleStress-Controlled Filtration with Compressible Particles
    typeJournal Paper
    journal volume132
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:7(861)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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