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Foam used during EPB tunnelling in saturated sand, parameters determining foam consumption

机译:EpB在饱和砂土中隧道施工时使用的泡沫,参数决定泡沫消耗

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摘要

The amount of foam injected during drilling with an EPB-shield in saturated sand is quite often based on experience and/or empiric relations. A method is presented in to calculate the amount of foam needed to create a muck with limited or no grain stress. The results show that, as expected, the volume of the foam to be injected is much larger in dry soil compared to saturated soil. In saturated soil the amount of foam to be injected depends on various parameters. The permeability of the soil in front of the EPB-shield appears very important. This paper describes the dependencies and shows that recommended foam injection ratio’s from literature may be too small when used in permeable sandy soil. The FIR of the foam in a mixture may be much smaller than of the original foam.
机译:在钻井过程中,使用EPB防护罩在饱和砂土中注入的泡沫数量通常基于经验和/或经验关系。提出了一种方法来计算产生具有有限或无晶粒应力的渣土所需的泡沫量。结果表明,正如所料,与饱和土壤相比,在干燥土壤中要注入的泡沫体积要大得多。在饱和土壤中,要注入的泡沫数量取决于各种参数。 EPB防护罩前面的土壤渗透性显得非常重要。本文描述了相关性,并表明,在渗透性沙土中使用时,文献中推荐的泡沫注入比率可能太小。混合物中泡沫的FIR可能比原始泡沫小得多。

著录项

  • 作者

    Bezuijen Adam;

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  • 年度 2012
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  • 原文格式 PDF
  • 正文语种 eng
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