王庶懋, 高倚山. 2008: 浅谈深基坑的渗透变形及对策. 工程地质学报, 16(S1): 212-216.
    引用本文: 王庶懋, 高倚山. 2008: 浅谈深基坑的渗透变形及对策. 工程地质学报, 16(S1): 212-216.
    WANG Shumao, GAO Yishan. 2008: PRIMARY STUDY ON SEEPAGE DEFORMATION IN DEEP FOUNDATION PIT AND THE COUNTERMEASURES. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 212-216.
    Citation: WANG Shumao, GAO Yishan. 2008: PRIMARY STUDY ON SEEPAGE DEFORMATION IN DEEP FOUNDATION PIT AND THE COUNTERMEASURES. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 212-216.

    浅谈深基坑的渗透变形及对策

    PRIMARY STUDY ON SEEPAGE DEFORMATION IN DEEP FOUNDATION PIT AND THE COUNTERMEASURES

    • 摘要: 深基坑工程中,管涌和流土这两种渗透变形是造成很多事故的直接原因,本文对渗透变形的机理作了初步总结和探讨,认为做好降水是防止深基坑渗透变形的主要对策,并通过工程实例说明了降水在保证深基坑顺利开挖中的重要作用。

       

      Abstract: In deep foundation pit, piping and flowing soil are two kinds of seepage deformation, causing many accidents directly. In this paper, the mechanism of seepage deformation is primarily summed up and discussed. Good dewatering is suggested as the main countermeasure to avoid seepage deformation in deep foundation pit, meanwhile, dewatering also proves to be very important to ensure the smooth excavation of deep foundation pit through case history.

       

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