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    Theory of Partially Drained Piezometer Insertion

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author:
    Derek Elsworth
    DOI: 10.1061/(ASCE)0733-9410(1990)116:6(899)
    Publisher: American Society of Civil Engineers
    Abstract: A theory is presented to evaluate pore pressures developed as a result of insertion of an open‐tipped standpipe into a saturated porous medium. An integral method is used whereby the advancing tip is represented as a moving point dislocation. Dimensionless standpipe pressure,
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      Theory of Partially Drained Piezometer Insertion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20649
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    contributor authorDerek Elsworth
    date accessioned2017-05-08T20:35:44Z
    date available2017-05-08T20:35:44Z
    date copyrightJune 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A6%28899%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20649
    description abstractA theory is presented to evaluate pore pressures developed as a result of insertion of an open‐tipped standpipe into a saturated porous medium. An integral method is used whereby the advancing tip is represented as a moving point dislocation. Dimensionless standpipe pressure,
    publisherAmerican Society of Civil Engineers
    titleTheory of Partially Drained Piezometer Insertion
    typeJournal Paper
    journal volume116
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:6(899)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006
    contenttypeFulltext
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