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    Face Failure Potential of a Circular Tunnel Driven in Anisotropic and Nonhomogeneous Soils

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author:
    T. Z. Li
    ,
    X. L. Yang
    DOI: 10.1061/(ASCE)GM.1943-5622.0001738
    Publisher: ASCE
    Abstract: A new procedure is presented in this paper to assess the tunnel face stability in anisotropic and nonhomogeneous soils. The three-dimensional (3D) rotational failure mechanism proposed by Subrin and Wong (
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      Face Failure Potential of a Circular Tunnel Driven in Anisotropic and Nonhomogeneous Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268722
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    contributor authorT. Z. Li
    contributor authorX. L. Yang
    date accessioned2022-01-30T21:43:05Z
    date available2022-01-30T21:43:05Z
    date issued8/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001738.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268722
    description abstractA new procedure is presented in this paper to assess the tunnel face stability in anisotropic and nonhomogeneous soils. The three-dimensional (3D) rotational failure mechanism proposed by Subrin and Wong (
    publisherASCE
    titleFace Failure Potential of a Circular Tunnel Driven in Anisotropic and Nonhomogeneous Soils
    typeJournal Paper
    journal volume20
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001738
    page12
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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