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    Experimental Study of Wellbore Instability in Clays

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author:
    Naeem O. Abdulhadi
    ,
    John T. Germaine
    ,
    Andrew J. Whittle
    DOI: 10.1061/(ASCE)GT.1943-5606.0000495
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an extensive program of laboratory model wellbore tests that have been performed to study wellbore instability in saturated clays. The tests were conducted on resedimented Boston blue clay (RBBC) anisotropically consolidated to vertical effective stresses up to 10 MPa by using two custom-built thick-walled cylinder (TWC) devices with outer diameters
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      Experimental Study of Wellbore Instability in Clays

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62278
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorNaeem O. Abdulhadi
    contributor authorJohn T. Germaine
    contributor authorAndrew J. Whittle
    date accessioned2017-05-08T21:47:09Z
    date available2017-05-08T21:47:09Z
    date copyrightAugust 2011
    date issued2011
    identifier other%28asce%29gt%2E1943-5606%2E0000511.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62278
    description abstractThis paper presents the results of an extensive program of laboratory model wellbore tests that have been performed to study wellbore instability in saturated clays. The tests were conducted on resedimented Boston blue clay (RBBC) anisotropically consolidated to vertical effective stresses up to 10 MPa by using two custom-built thick-walled cylinder (TWC) devices with outer diameters
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of Wellbore Instability in Clays
    typeJournal Paper
    journal volume137
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000495
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    contenttypeFulltext
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