地铁车站洞桩法施工时群洞效应对比分析研究
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TU443

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基于可视化新技术进行矿山开采沉陷理论演化研究


Comparative Analysis of Group Cave Effect in Construction of Subway Station by Pile- Beam-Arch method
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Research on Theoretical Evolution of Mining Subsidence Based on New Visualization Technology

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    摘要:

    以大连地铁五号线劳动公园站为工程背景,该车站采用PBA逆筑法施工,在修建车站主体的时候需要先开挖导洞。为了研究采用PBA工法施工时产生的群洞效应对地层产生的影响,主要通过midas-GTS建立模型,进行施工过程的模拟来得到地层的位移响应结果,并且采用了正交试验的方法进行试验安排和选用极差分析的方法进行结果的分析。结果表明:在多导洞施工的过程中作业方式在控制地表沉降中占主导因素;“短进尺、勤支护”的施工原则是可靠的;得到了适合大连地区的多导洞施工方案。可见在施工前进行合理的理论分析、试验安排和数模拟计算是很必要的,在工程中是值得推广的工程思想。

    Abstract:

    Taking the Labor Park Station of Dalian Metro Line 5 as the engineering background, the station is constructed by the PBA reverse construction method. When constructing the station, it is necessary to excavate the guide hole first. In order to study the influence of the group hole effect generated by the PBA construction method on the formation, the model is established by midas-GTS, the simulation of the construction process is carried out to obtain the displacement response of the formation, and the orthogonal test method is used to investigate. The results were analyzed by the method of range analysis. The results show that the operation mode dominates the control of surface settlement during the construction of multi-cavity tunnels; the construction principle of “short-scale footage and diligent support” is reliable; a multi-cavity construction scheme suitable for Dalian is obtained. It is concluded that it is necessary to carry out reasonable theoretical analysis, experimental arrangement and numerical simulation calculation before construction, and it is worthy of promotion in engineering.

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李金奎,陈朋. 地铁车站洞桩法施工时群洞效应对比分析研究[J]. 科学技术与工程, 2020, 20(14): 5737-5742.
Li Jinkui, Chen Peng. Comparative Analysis of Group Cave Effect in Construction of Subway Station by Pile- Beam-Arch method[J]. Science Technology and Engineering,2020,20(14):5737-5742.

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  • 收稿日期:2019-07-04
  • 最后修改日期:2020-02-10
  • 录用日期:2019-11-03
  • 在线发布日期: 2020-06-11
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