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    Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. I: Bottom-Up Construction of the Central Cylindrical Shaft

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 011
    Author:
    Yong
    ,
    Tan
    ,
    Dalong
    ,
    Wang
    DOI: 10.1061/(ASCE)GT.1943-5606.0000928
    Publisher: American Society of Civil Engineers
    Abstract: A large amount of field and experimental data has been devoted to rectangular excavations thus far. In contrast, very few data were available for cylindrical excavations, especially those with large diameters in thick soft clay deposits. Via a comprehensive instrumentation program on a
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      Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. I: Bottom-Up Construction of the Central Cylindrical Shaft

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62749
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    contributor authorYong
    contributor authorTan
    contributor authorDalong
    contributor authorWang
    date accessioned2017-05-08T21:48:05Z
    date available2017-05-08T21:48:05Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29gt%2E1943-5606%2E0000945.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62749
    description abstractA large amount of field and experimental data has been devoted to rectangular excavations thus far. In contrast, very few data were available for cylindrical excavations, especially those with large diameters in thick soft clay deposits. Via a comprehensive instrumentation program on a
    publisherAmerican Society of Civil Engineers
    titleCharacteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. I: Bottom-Up Construction of the Central Cylindrical Shaft
    typeJournal Paper
    journal volume139
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000928
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 011
    contenttypeFulltext
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