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    Shield Tunnel Construction in Centrifuge

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Toshi Nomoto
    ,
    Shinichiro Imamura
    ,
    Toshiyuki Hagiwara
    ,
    Osamu Kusakabe
    ,
    Nariaki Fujii
    DOI: 10.1061/(ASCE)1090-0241(1999)125:4(289)
    Publisher: American Society of Civil Engineers
    Abstract: A large number of centrifuge model tests for simulating the shield construction process in dry sand was carried out by using a newly developed 100 mm diameter miniature shield tunnel. Different construction processes were modeled by three series of tests. A “buried tube test” was conducted to measure the lining stress under a centrifugal acceleration, a “tail void test” simulated the process of tail void formation only, and a “shield test” dealt with the complete process of shield construction. Lining stresses, transverse and longitudinal surface settlements, and earth pressures around the tunnel were simultaneously measured during advancement of the shield at a centrifugal acceleration of 25
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      Shield Tunnel Construction in Centrifuge

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51698
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorToshi Nomoto
    contributor authorShinichiro Imamura
    contributor authorToshiyuki Hagiwara
    contributor authorOsamu Kusakabe
    contributor authorNariaki Fujii
    date accessioned2017-05-08T21:26:42Z
    date available2017-05-08T21:26:42Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A4%28289%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51698
    description abstractA large number of centrifuge model tests for simulating the shield construction process in dry sand was carried out by using a newly developed 100 mm diameter miniature shield tunnel. Different construction processes were modeled by three series of tests. A “buried tube test” was conducted to measure the lining stress under a centrifugal acceleration, a “tail void test” simulated the process of tail void formation only, and a “shield test” dealt with the complete process of shield construction. Lining stresses, transverse and longitudinal surface settlements, and earth pressures around the tunnel were simultaneously measured during advancement of the shield at a centrifugal acceleration of 25
    publisherAmerican Society of Civil Engineers
    titleShield Tunnel Construction in Centrifuge
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:4(289)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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