基于GeoStudio的汛期土石围堰稳定性分析
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潘贺(1990—), 男, 本科, 工程师, 从事工程项目管理工作。

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U445.1

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Analysis on Stability of Earth Rock Cofferdam in Flood Season Based on GeoStudio
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    摘要:

    根据2024年7月的洪水汛期水位变化,采用有限元软件GeoStudio对某大桥上游土石围堰在丹江口汛期期间的稳定性敏感进行分析。汛期内迎水侧水位越高,堰坡安全系数越大。降雨强度增大会导致围堰表面土体孔隙水压力增大,降低围堰稳定性,降雨历时也会影响围堰稳定性,但整体稳定性大于1.15且满足规范要求。上游水位暴雨期间上升并变化率显著,导致土石围堰水平位移急剧增加,但未见明显下沉或开裂情况;后期上游水位下降后,围堰水平位移趋于稳定,未出现明显滑移或开裂情况,围堰顺利渡过洪水期。

    Abstract:

    Based on the water level changes during the flood season in July 2024, the finite element software GeoStudio was used to analyze the stability and sensitivity of the upstream earth rock cofferdam of a bridge during the flood season of Danjiangkou. The higher the water level on the water-facing side during the flood season, the greater the safety factor of the cofferdam slope. An increase in rainfall intensity would lead to an increase in pore water pressure on the surface soil of the cofferdam, reducing its stability. The duration of rainfall would also affect the stability of the cofferdam, but the overall stability was greater than 1.15 and met the standard requirements. The upstream water level rose significantly during the rainstorm and the change rate was obvious, resulting in a sharp increase in the horizontal displacement of the earth rock cofferdam, but no obvious subsidence or cracking was found. After the upstream water level dropped in the later stage, the horizontal displacement of the cofferdam tended to stabilize without obvious sliding or cracking. And the cofferdam successfully passed the flood period.

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潘贺.基于GeoStudio的汛期土石围堰稳定性分析[J].城市道桥与防洪,2025,(9):385-389.

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  • 收稿日期:2025-01-02
  • 最后修改日期:2025-01-20
  • 录用日期:2025-03-17
  • 在线发布日期: 2025-09-02
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