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    Free-Falling Penetrometers: A Laboratory Investigation in Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author:
    Shiao Huey
    ,
    Chow
    ,
    David William
    ,
    Airey
    DOI: 10.1061/(ASCE)GT.1943-5606.0000973
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a series of laboratory model free-falling penetrometer (FFP) tests in kaolin clay. A thin-shafted FFP has been allowed to free fall and has also been pushed at a relatively slow constant rate into clay beds. Different configurations are used to examine the influences of various properties (FFP mass, tip diameter, tip shape, impact velocity, and clay-bed strength) on the rate effects in FFP tests. The rate effects are determined by comparing the dynamic and static penetration resistances measured from the free-fall and constant rate of penetration tests. The rate effects are found to be independent of the FFP mass, tip shape, and tip diameter but are influenced by the clay-bed strength and FFP velocity.
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      Free-Falling Penetrometers: A Laboratory Investigation in Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62795
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    contributor authorShiao Huey
    contributor authorChow
    contributor authorDavid William
    contributor authorAirey
    date accessioned2017-05-08T21:48:11Z
    date available2017-05-08T21:48:11Z
    date copyrightJanuary 2014
    date issued2014
    identifier other%28asce%29gt%2E1943-5606%2E0000991.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62795
    description abstractThis paper presents the results of a series of laboratory model free-falling penetrometer (FFP) tests in kaolin clay. A thin-shafted FFP has been allowed to free fall and has also been pushed at a relatively slow constant rate into clay beds. Different configurations are used to examine the influences of various properties (FFP mass, tip diameter, tip shape, impact velocity, and clay-bed strength) on the rate effects in FFP tests. The rate effects are determined by comparing the dynamic and static penetration resistances measured from the free-fall and constant rate of penetration tests. The rate effects are found to be independent of the FFP mass, tip shape, and tip diameter but are influenced by the clay-bed strength and FFP velocity.
    publisherAmerican Society of Civil Engineers
    titleFree-Falling Penetrometers: A Laboratory Investigation in Clay
    typeJournal Paper
    journal volume140
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000973
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    contenttypeFulltext
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