卢金岳. 2010: 预应力混凝土管桩挤土效应引起土体位移分析. 工程地质学报, 18(S1): 148-153.
    引用本文: 卢金岳. 2010: 预应力混凝土管桩挤土效应引起土体位移分析. 工程地质学报, 18(S1): 148-153.
    LU Jinyue. 2010: ANALYSIS ON SOIL DISPLACEMENT CAUSED BY SOIL COMPACTION EFFECT OF THE PRESTRESSED CONCRETE PIPE PILE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 148-153.
    Citation: LU Jinyue. 2010: ANALYSIS ON SOIL DISPLACEMENT CAUSED BY SOIL COMPACTION EFFECT OF THE PRESTRESSED CONCRETE PIPE PILE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 148-153.

    预应力混凝土管桩挤土效应引起土体位移分析

    ANALYSIS ON SOIL DISPLACEMENT CAUSED BY SOIL COMPACTION EFFECT OF THE PRESTRESSED CONCRETE PIPE PILE

    • 摘要: 预应力管桩具有桩身质量易于保证和检查、现场施工方便、造价低等特点,在沿海软土地区得到广泛应用。预应力管桩属于挤土桩,沉桩产生挤土效应,如果处理措施不当,会引起周边的环境问题,影响成桩质量。本文通过分析某工程沉桩引起土体水平位移实测资料,得到沉桩过程中,土体水平位移随沉桩区域、深度及土性差别较大时的变化规律。研究群桩施工所引起的土体的位移,提出了采用叠加的方式来进行简化估算土体的水平位移和隆起位移,推导群桩施工时引起的土体位移的估算公式,并与工程实测进行了比较,可作工程参考。

       

      Abstract: Prestressed pile with a pile of quality assurance and inspection easy,on-site construction is convenient and low cost characteristics,in the coastal areas are widely used in soft soil. Prestressed pile belongs to soil compaction piles,pile driving resulting soil compaction effect,if not handled properly the measures will cause the surrounding environmental problems affecting the quality of finished pile. In this paper,an engineering analysis of soil caused by pile driving horizontal displacement of the measured data obtained pile driving process,the horizontal displacement of soil with the pile driving area,depth and its rural character and larger variation of the difference. Research group piles of soil caused by the displacement of the paper introduces the overlay approach to simplify the estimate of the level of soil displacement and uplift displacement of pile groups is derived during the construction of soil displacement caused by the estimation formula,and with the works carried out experimental comparison,can be used for engineering.

       

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