海塘维修加固施工对隧道位移影响研究
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(上海市水利工程设计研究院有限公司, 上海市 200056)

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杨蔚为(1989—), 男, 工程师, 从事水利工程设计工作。

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U656.2

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Study on Anti-hydraulic Pressure Lining Structure of Mine Tunnel near Reservoir
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    摘要:

    上海某海塘位于隧道上方,由于渗透破坏和堤身土流失等原因,造成坡面塌陷,栅栏板悬空、错断,亟需进行维修加固。为保障施工安全,采用FLAC3D数值模拟的方法计算海塘维修加固施工对于下部隧道位移的影响。计算过程分为抛石施工、高压旋喷桩施工两个阶段,计算结果表明工程实施对于隧道的影响在可控范围内。

    Abstract:

    At present, there are a large number of urban underpass tunnels in China. However, due to the great difference of hydrogeological conditions among cities, the existing engineering design and construction experience cannot be mechanically copied, but should be combined with the characteristics of the project itself and the surrounding environment to carry out targeted research. It is vital how to effectively balance the proper discharge of groundwater and the reasonable unity of safety and economy of lining structure for the tunnel design. However, the study on key technologies of waterproof and drainage system and waterproof lining design in the process of urban underground space construction is not systematic, and there are no mature data for reference at home and abroad. Based on this, relying on the complex hydrogeological tunnel in the connecting line of transit expressways in the east of Shenzhen, the water pressure distribution characteristics and structural bearing mechanisms of the different waterproof and drainage schemes are studied and analyzed by FLAC3D software, and the design method of reasonable waterproof and drainage system and waterproof lining in the supported project in order to guide the follow-up engineering design and ensure the safety of engineering construction and operation.

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杨蔚为.海塘维修加固施工对隧道位移影响研究[J].城市道桥与防洪,2021,(6):296-298,308.

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  • 收稿日期:2021-02-01
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  • 在线发布日期: 2021-10-24
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