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    Safety Risks and Protection Measures for City Wall during Construction and Operation of Xi’an Metro

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
    Author:
    Junling Qiu
    ,
    Yiwen Qin
    ,
    Zhihua Feng
    ,
    Lixin Wang
    ,
    Ke Wang
    DOI: 10.1061/(ASCE)CF.1943-5509.0001374
    Publisher: ASCE
    Abstract: The Xi’an City Wall (XCW) is a typical ancient building in Xi’an that is well known for its history and culture. The Xi’an Metro crosses below the XCW at various locations, which may pose hazards of cracking or collapsing the XCW due to the irregular settlement of the wall foundation during tunneling and vibrations induced by train operation. To minimize the effect of the metro on the XCW, the authors exhibit different mitigation measures in this paper, mainly including route optimization, active control technology during tunneling, foundation reinforcement, building reinforcement, and floating slab technology for damping train vibrations. Meanwhile, the case studies about the construction stage in Line 4 of the Xi’an Metro near the Heping Gate and the vibration effect during the metro operation stage were conducted. After employing the suitable countermeasures, the maximum foundation settlement and the maximum vibration velocity of the XCW could be controlled effectively within the guideline values.
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      Safety Risks and Protection Measures for City Wall during Construction and Operation of Xi’an Metro

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4264862
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    contributor authorJunling Qiu
    contributor authorYiwen Qin
    contributor authorZhihua Feng
    contributor authorLixin Wang
    contributor authorKe Wang
    date accessioned2022-01-30T19:12:39Z
    date available2022-01-30T19:12:39Z
    date issued2020
    identifier other%28ASCE%29CF.1943-5509.0001374.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264862
    description abstractThe Xi’an City Wall (XCW) is a typical ancient building in Xi’an that is well known for its history and culture. The Xi’an Metro crosses below the XCW at various locations, which may pose hazards of cracking or collapsing the XCW due to the irregular settlement of the wall foundation during tunneling and vibrations induced by train operation. To minimize the effect of the metro on the XCW, the authors exhibit different mitigation measures in this paper, mainly including route optimization, active control technology during tunneling, foundation reinforcement, building reinforcement, and floating slab technology for damping train vibrations. Meanwhile, the case studies about the construction stage in Line 4 of the Xi’an Metro near the Heping Gate and the vibration effect during the metro operation stage were conducted. After employing the suitable countermeasures, the maximum foundation settlement and the maximum vibration velocity of the XCW could be controlled effectively within the guideline values.
    publisherASCE
    titleSafety Risks and Protection Measures for City Wall during Construction and Operation of Xi’an Metro
    typeJournal Paper
    journal volume34
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001374
    page04020003
    treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;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