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    3D Effects of Surface Construction Over Existing Subway Tunnels

    Source: International Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 004
    Author:
    M. Abdel‐Meguid
    ,
    R. K. Rowe
    ,
    K. Y. Lo
    DOI: 10.1061/(ASCE)1532-3641(2002)2:4(447)
    Publisher: American Society of Civil Engineers
    Abstract: A 3D elasto‐plastic finite element model is used to examine the effect of construction over two existing tunnels. Tunnel deformation and the change in lining shape are compared with the field measurements of the York‐Mills Centre project constructed in 1989 over an existing Toronto subway tunnel. The criterion for potential damage to the tunnel liner is established based on the extreme fiber stresses of the lining. Typical 2D plane strain analyses were also conducted to investigate the importance of the 3D analysis in this case. Reasonable agreement is found between the observed field measurements and the predicted results using the 3D numerical simulation.
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      3D Effects of Surface Construction Over Existing Subway Tunnels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54918
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    • International Journal of Geomechanics

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    contributor authorM. Abdel‐Meguid
    contributor authorR. K. Rowe
    contributor authorK. Y. Lo
    date accessioned2017-05-08T21:31:44Z
    date available2017-05-08T21:31:44Z
    date copyrightOctober 2002
    date issued2002
    identifier other%28asce%291532-3641%282002%292%3A4%28447%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54918
    description abstractA 3D elasto‐plastic finite element model is used to examine the effect of construction over two existing tunnels. Tunnel deformation and the change in lining shape are compared with the field measurements of the York‐Mills Centre project constructed in 1989 over an existing Toronto subway tunnel. The criterion for potential damage to the tunnel liner is established based on the extreme fiber stresses of the lining. Typical 2D plane strain analyses were also conducted to investigate the importance of the 3D analysis in this case. Reasonable agreement is found between the observed field measurements and the predicted results using the 3D numerical simulation.
    publisherAmerican Society of Civil Engineers
    title3D Effects of Surface Construction Over Existing Subway Tunnels
    typeJournal Paper
    journal volume2
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2002)2:4(447)
    treeInternational Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 004
    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
    yabeshDSpacePersian