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    Time-Dependent Response of Tunnels Considering Creep Effect

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 004
    Author:
    N. Phienwej
    ,
    P. K. Thakur
    ,
    E. J. Cording
    DOI: 10.1061/(ASCE)1532-3641(2007)7:4(296)
    Publisher: American Society of Civil Engineers
    Abstract: A viscoelastic analysis using the hyperbolic and power creep laws is developed for prediction of time-dependent closure of circular tunnels. Effect of support types and installation location in accordance with the convergence confinement method are incorporated in the analysis. The hyperbolic creep law is found to be more practical for simulation of closure response of squeezing ground than the power creep law because it is capable of modeling ground yielding around the tunnel when value of
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      Time-Dependent Response of Tunnels Considering Creep Effect

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/55115
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    • International Journal of Geomechanics

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    contributor authorN. Phienwej
    contributor authorP. K. Thakur
    contributor authorE. J. Cording
    date accessioned2017-05-08T21:32:03Z
    date available2017-05-08T21:32:03Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%291532-3641%282007%297%3A4%28296%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55115
    description abstractA viscoelastic analysis using the hyperbolic and power creep laws is developed for prediction of time-dependent closure of circular tunnels. Effect of support types and installation location in accordance with the convergence confinement method are incorporated in the analysis. The hyperbolic creep law is found to be more practical for simulation of closure response of squeezing ground than the power creep law because it is capable of modeling ground yielding around the tunnel when value of
    publisherAmerican Society of Civil Engineers
    titleTime-Dependent Response of Tunnels Considering Creep Effect
    typeJournal Paper
    journal volume7
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2007)7:4(296)
    treeInternational Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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