水下盾构隧道运营期沉降稳定性研究
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    摘要:

    据统计,自1965年至2020年年底我国共修建水下隧道245条,其中采用盾构法施工的有171条,约占水下隧道总数的70%,盾构法已成为水下隧道施工的主要工法。盾构隧道的环与环、管片与管片之间均通过螺栓连接,为柔性结构,这就形成水下盾构隧道自建设完成之后其结构一直处于动态的变化当中。本文主要通过对南京应天大街长江隧道运行10余年的结构沉降及隧址区河床的监测数据出发,分析水下盾构隧道在运营期的沉降变化规律。

    Abstract:

    According to statistics, from 1965 to the end of 2020, a total of 245 underwater tunnels were constructed in my country, of which 171 were constructed by the shield method, accounting for about 70% of the total number of underwater tunnels. The shield method has become the most important part of the construction of underwater tunnels. Main construction method. The ring and the ring, the segment and the segment of the shield tunnel are all connected by bolts, which are flexible structures. This forms the underwater shield tunnel whose structure has been in dynamic changes since the completion of its construction. Based on the monitoring data of the structure settlement and the riverbed of the tunnel site area of the Nanjing Yingtian Street Yangtze River Tunnel for more than 10 years, this paper analyzes the settlement changes of the underwater shield tunnel during the operation period.

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王安飞.水下盾构隧道运营期沉降稳定性研究[J].城市道桥与防洪,2023,(3):282-284.

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  • 收稿日期:2022-06-20
  • 最后修改日期:2022-07-03
  • 录用日期:2022-07-05
  • 在线发布日期: 2023-04-09
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