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    Lateral Load Capacity of Drilled Shafts in Jointed Rock

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author:
    Albert C. To
    ,
    Helmut Ernst
    ,
    Herbert H. Einstein
    DOI: 10.1061/(ASCE)1090-0241(2003)129:8(711)
    Publisher: American Society of Civil Engineers
    Abstract: Large vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the
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      Lateral Load Capacity of Drilled Shafts in Jointed Rock

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52375
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    contributor authorAlbert C. To
    contributor authorHelmut Ernst
    contributor authorHerbert H. Einstein
    date accessioned2017-05-08T21:27:44Z
    date available2017-05-08T21:27:44Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A8%28711%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52375
    description abstractLarge vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the
    publisherAmerican Society of Civil Engineers
    titleLateral Load Capacity of Drilled Shafts in Jointed Rock
    typeJournal Paper
    journal volume129
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:8(711)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    contenttypeFulltext
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