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    Optimization of Composite Middle Wall in Large Span and Flat Multi-arch Tunnel

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2011:;Volume ( 005 ):;issue: 002
    Author:
    Wu Mengjun
    ,
    Jiang Shuping
    ,
    Zhang Yongxing
    ,
    Li Xintong
    DOI: 10.1061/JHTRCQ.0000068
    Publisher: American Society of Civil Engineers
    Abstract: In order to assuring the safety of construction, reduce the digging span and economize the engineering investment, by using finite element software ADINA in a certain support engineering, the development rules of middle wall stress and strain in different middle wall shapes were simulated and analysed to choose the optimized composite middle wall shape. On this basis, the variation process of displacement and stress of middle walls with different thicknesses and the corresponding displacements of surrounding rock were researched, and the simulation result was compared and verified by field monitoring. Thus the middle wall shape was optimized, the key control factor of reinforcement and the reasonable thickness of middle wall at surrounding rock grade V were put forward.
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      Optimization of Composite Middle Wall in Large Span and Flat Multi-arch Tunnel

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70612
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorWu Mengjun
    contributor authorJiang Shuping
    contributor authorZhang Yongxing
    contributor authorLi Xintong
    date accessioned2017-05-08T22:04:44Z
    date available2017-05-08T22:04:44Z
    date copyrightSeptember 2011
    date issued2011
    identifier otherjhtrcq%2E0000068.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70612
    description abstractIn order to assuring the safety of construction, reduce the digging span and economize the engineering investment, by using finite element software ADINA in a certain support engineering, the development rules of middle wall stress and strain in different middle wall shapes were simulated and analysed to choose the optimized composite middle wall shape. On this basis, the variation process of displacement and stress of middle walls with different thicknesses and the corresponding displacements of surrounding rock were researched, and the simulation result was compared and verified by field monitoring. Thus the middle wall shape was optimized, the key control factor of reinforcement and the reasonable thickness of middle wall at surrounding rock grade V were put forward.
    publisherAmerican Society of Civil Engineers
    titleOptimization of Composite Middle Wall in Large Span and Flat Multi-arch Tunnel
    typeJournal Paper
    journal volume5
    journal issue2
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000068
    treeJournal of Highway and Transportation Research and Development (English Edition):;2011:;Volume ( 005 ):;issue: 002
    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