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    Scaling Laws for Centrifuge Modeling of Capillary Rise in Sandy Soils

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author:
    Aı¨ssa Rezzoug
    ,
    Diethard König
    ,
    Theodoros Triantafyllidis
    DOI: 10.1061/(ASCE)1090-0241(2004)130:6(615)
    Publisher: American Society of Civil Engineers
    Abstract: The application of geotechnical centrifuge modeling to environmental problems seems promising. In this paper, one aspect of similitude laws concerning the flow of water through soils is investigated. Within the Network of European Centrifuges for Environmental Geotechnic Research, several tests have been carried out to study similitude laws describing the capillary ascension in porous media at different levels of acceleration. The aim of this paper is to present the results obtained at Ruhr-Universität Bochum. A fine sand is used in the experiment. For the visualization of capillary height in the soil sample, image processing is used. Different boundary conditions (constant or variable water level) have been investigated and discussed. All these experiments confirm that capillary rise appears scaled by the factor
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      Scaling Laws for Centrifuge Modeling of Capillary Rise in Sandy Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52519
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    contributor authorAı¨ssa Rezzoug
    contributor authorDiethard König
    contributor authorTheodoros Triantafyllidis
    date accessioned2017-05-08T21:27:59Z
    date available2017-05-08T21:27:59Z
    date copyrightJune 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A6%28615%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52519
    description abstractThe application of geotechnical centrifuge modeling to environmental problems seems promising. In this paper, one aspect of similitude laws concerning the flow of water through soils is investigated. Within the Network of European Centrifuges for Environmental Geotechnic Research, several tests have been carried out to study similitude laws describing the capillary ascension in porous media at different levels of acceleration. The aim of this paper is to present the results obtained at Ruhr-Universität Bochum. A fine sand is used in the experiment. For the visualization of capillary height in the soil sample, image processing is used. Different boundary conditions (constant or variable water level) have been investigated and discussed. All these experiments confirm that capillary rise appears scaled by the factor
    publisherAmerican Society of Civil Engineers
    titleScaling Laws for Centrifuge Modeling of Capillary Rise in Sandy Soils
    typeJournal Paper
    journal volume130
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:6(615)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    contenttypeFulltext
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