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    Influence of Pore Fluid Viscosity on the Dynamic Properties of an Artificial Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author:
    A. Turan
    ,
    S. D. Hinchberger
    ,
    M. H. El Naggar
    DOI: 10.1061/(ASCE)GT.1943-5606.0000550
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of vane shear, laboratory compaction, isotropic consolidation, cyclic triaxial, bender element, and resonant-column tests that were performed to characterize the dynamic properties of an artificial soil called modified glyben. Modified glyben comprises a mixture of glycerin, water, and bentonite that can be used in scaled model tests performed at
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      Influence of Pore Fluid Viscosity on the Dynamic Properties of an Artificial Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62338
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    contributor authorA. Turan
    contributor authorS. D. Hinchberger
    contributor authorM. H. El Naggar
    date accessioned2017-05-08T21:47:18Z
    date available2017-05-08T21:47:18Z
    date copyrightDecember 2011
    date issued2011
    identifier other%28asce%29gt%2E1943-5606%2E0000565.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62338
    description abstractThis paper presents the results of vane shear, laboratory compaction, isotropic consolidation, cyclic triaxial, bender element, and resonant-column tests that were performed to characterize the dynamic properties of an artificial soil called modified glyben. Modified glyben comprises a mixture of glycerin, water, and bentonite that can be used in scaled model tests performed at
    publisherAmerican Society of Civil Engineers
    titleInfluence of Pore Fluid Viscosity on the Dynamic Properties of an Artificial Clay
    typeJournal Paper
    journal volume137
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000550
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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