地表水引起的基坑“水盆效应”导致地下结构破坏机理及预防机制分析
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黄唐林(1994—), 男, 硕士, 工程师, 从事岩土工程勘察工作。

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TU4

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Analysis on Failure Mechanism and Prevention Measures for Underground Structures Induced by Water Basin Effect in Foundation Pits Caused by Surface Water
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    摘要:

    随着我国城镇化水平的逐年提高,建设工程地下结构面临的岩土问题愈发复杂,当洪水发生时汇流形成的地表水对地下结构的破坏影响愈发突出。运用了推理公式法对微小型流域在暴雨频率为100 a一遇(P=1%)、50 a一遇(P=2%)、20 a一遇(P=5%)洪水过境时的水量展开了推算,通过实地调查以及对地下结构不同受损部位的受力分析,对因地表水引起的“水盆效应”导致地下结构产生破坏的机理进行了详细剖析,进而从建设场地的地形地貌、地下结构受损外部原因和破坏机理等方面对此类灾害的预防机制进行了深入分析,理论成果将为此后规避此类灾害提供了一定的理论支撑。

    Abstract:

    With the annual increase in the level of urbanization in China, the geotechnical problems faced by underground structures in construction projects are becoming increasingly complex. When floods occur, the damage caused by the confluence of surface water to underground structures becomes increasingly prominent. The rational formula method is applied to calculate the water volume of micro and small river basins when the frequency of rainstorm is once every 100 years (P=1%), once every 50 years (P=2%), and once every 20 years (P=5%) during flood passage. Through the field investigations and the stress analysis on the different damaged sections of underground structures, the mechanism by which the "water basin effect" caused by surface water leads to the damage of underground structures is analyzed in detail. An in-depth analysis is conducted on the prevention mechanism of such disasters from the aspects such as the topography and landform of the construction site, the external causes of underground structure damage, and the failure mechanism. The theoretical achievements will provide certain theoretical support for avoiding such disasters in the future.

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黄唐林, 王锐, 侯元立, 付博宇, 邹睿.地表水引起的基坑“水盆效应”导致地下结构破坏机理及预防机制分析[J].城市道桥与防洪,2025,(9):399-402.

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  • 收稿日期:2025-05-01
  • 最后修改日期:2025-07-03
  • 录用日期:2025-07-09
  • 在线发布日期: 2025-09-02
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