软土地层超深地连墙槽壁失稳及控制措施研究
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中铁二十五局集团有限公司

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Study on Trench Wall Instability and Control Measures of Extra-deep Diaphragm Wall in Soft Soil Layer
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    摘要:

    某滨海城市地铁车站所处地层为软土,围护结构采用地下连续墙,在施工过程中发生槽壁失稳。本文对槽壁失稳原因进行分析,并采取一系列措施,结果表明:1)护壁泥浆配比及成槽时间是影响地连墙槽壁稳定性的主要因素;2)针对超深地连墙,需从成槽时间、钢筋笼重量等角度进行综合分析,确定合理地连墙分幅设计;3)针对L形及Z形等异型幅地连墙,采用三轴搅拌桩对地连墙槽壁进行加固,可极大的提高槽壁稳定性,确保工程施工安全。

    Abstract:

    The subway station in a coastal city is located in soft soil, the diaphragm wall is used as the enclosure structure. The trench wall is instability in the construction process. In this paper, the causes of trench wall instability are analyzed and a series of measures are taken. The results show that: 1) The ratio of wall protective mud and the time of trench formation are the main factors affecting the stability. 2) The Extra-deep diaphragm wall, need to comprehensive analysis from the slotting time, the weight of the steel cage and other aspects to decide the framing design ; 3) For L-shape and Z-shape and other special amplitude diaphragm wall, use the three-axis mixing pile to reinforcement the trench wall, can greatly improve the stability of trench wall and to ensure the safety of engineering construction.

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  • 收稿日期:2022-12-02
  • 最后修改日期:2023-02-07
  • 录用日期:2023-03-05
  • 在线发布日期: 2023-06-21
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