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    Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author:
    J. H. Wang
    ,
    Z. H. Xu
    ,
    W. D. Wang
    DOI: 10.1061/(ASCE)GT.1943-5606.0000299
    Publisher: American Society of Civil Engineers
    Abstract: An extensive database of 300 case histories of wall displacements and ground settlements due to deep excavations in Shanghai soft soils were collected and analyzed. The mean values of the maximum lateral displacements of walls constructed by the top-down method, walls constructed by the bottom-up method (including diaphragm walls, contiguous pile walls, and compound deep soil mixing walls), sheet pile walls, compound soil nail walls, and deep soil mixing walls are
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      Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62074
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    contributor authorJ. H. Wang
    contributor authorZ. H. Xu
    contributor authorW. D. Wang
    date accessioned2017-05-08T21:46:47Z
    date available2017-05-08T21:46:47Z
    date copyrightJuly 2010
    date issued2010
    identifier other%28asce%29gt%2E1943-5606%2E0000315.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62074
    description abstractAn extensive database of 300 case histories of wall displacements and ground settlements due to deep excavations in Shanghai soft soils were collected and analyzed. The mean values of the maximum lateral displacements of walls constructed by the top-down method, walls constructed by the bottom-up method (including diaphragm walls, contiguous pile walls, and compound deep soil mixing walls), sheet pile walls, compound soil nail walls, and deep soil mixing walls are
    publisherAmerican Society of Civil Engineers
    titleWall and Ground Movements due to Deep Excavations in Shanghai Soft Soils
    typeJournal Paper
    journal volume136
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000299
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 007
    contenttypeFulltext
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