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紧邻地铁设施大型基坑工程施工方案研究

陈俊生, 刘叔灼, 莫海鸿, 王一兆

陈俊生, 刘叔灼, 莫海鸿, 王一兆. 紧邻地铁设施大型基坑工程施工方案研究[J]. 岩土工程学报, 2012, 34(suppl): 377-382.
引用本文: 陈俊生, 刘叔灼, 莫海鸿, 王一兆. 紧邻地铁设施大型基坑工程施工方案研究[J]. 岩土工程学报, 2012, 34(suppl): 377-382.
CHEN Jun-sheng, LIU Shu-zhuo, MO Hai-hong, WANG Yi-zhao. Construction schemes for large excavations near subway facilities[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 377-382.
Citation: CHEN Jun-sheng, LIU Shu-zhuo, MO Hai-hong, WANG Yi-zhao. Construction schemes for large excavations near subway facilities[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 377-382.

紧邻地铁设施大型基坑工程施工方案研究  English Version

详细信息
    作者简介:

    陈俊生(1979– ),男,广东广州人,博士,讲师,主要从事地下结构的教学与研究工作。

  • 中图分类号: TU473

Construction schemes for large excavations near subway facilities

  • 摘要: 以广州一紧邻地铁隧道的大型基坑工程为例,结合该基坑工程与地铁隧道的竖向及水平空间关系,介绍了紧邻地铁隧道大型基坑工程施工过程中需要注意的控制性因素,通过讨论基坑不同开挖顺序的优势和缺点,探讨了不同顺序的可行性。通过建立三维有限元模型,分别评价了两个施工方案对地铁隧道的影响。通过施工方案讨论及有限元分析,认为紧邻地铁隧道大型基坑工程施工方案应先施工与地铁隧道距离较远或不相关的基坑部分,以避免过早扰动地铁隧道周边的土体;在地铁隧道上方开挖,采用分段分块逐步推进的方式,充分利用地铁隧道结构自身的刚度;在地铁隧道两侧开挖,需注意不平衡开挖对产生的偏压影响。
    Abstract: A large excavation in Guangzhou is taken as an example. Through the spatial relation between the excavation and subway tunnel, the control factors during its construction are introduced. By discussing their advantages and disadvantages, the feasibility of different excavation sequences is studied. A 3D finite element model is established to evaluate the effect of the excavation on the subway tunnel due to different construction schemes. The results indicate that the construction process the excavation should start from the section far away from the subway tunnel to avoid disturbing the soil surrounding the tunnel. Fort the construction over subway tunnel, the piecewise and block excavation method is favorable for controling the subway tunnel. For the construction at both sides of subway tunnel, the eccentric earth pressure due to unbalance excavation should be considered.
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出版历程
  • 收稿日期:  2012-11-12
  • 发布日期:  2012-11-12

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