盾构刀盘结泥饼土体降黏附试验与机理研究

Experimental Test and Mechanism Study on Soil Adhesion Reduction Techniques for Mud Cake Formation on Shield Cutterheads

  • 摘要: 黏土地层盾构隧道掘进中的刀盘结泥饼问题严重影响掘进效率,传统基于单一改良剂的改良土体存在黏附抑制效果不足以及作用机理不明确等问题。鉴于此,提出泡沫剂与分散剂协同改良土体的方法,开展土体降黏附试验,并结合液塑限、Zeta电位及颗粒排斥能进行定量分析,阐明土体降黏机理。研究结果表明,在协同配比下,泡沫注入比为20%且分散剂添加量为0.1%~0.2%时,改良剂较单掺分散剂的降黏附效果更优;改良剂通过降低液塑限、增加土体负电荷量,使Zeta电位随改良剂掺量上升而下降;分散剂在泡沫润滑协同作用下进一步增强颗粒间静电排斥能,有效抑制黏土颗粒团聚及在刀盘表面的黏附作用。

     

    Abstract: The mud cake formation on shield cutterhead in clay strata severely impacts tunnelling efficiency. Traditional single-component soil conditioner faces limitations in adhesion inhibition effectiveness and unclear mechanisms. To resolve these limitations, this study develops a synergistic soil conditioning approach integrating foam agents and dispersants. Comprehensive experiments were conducted to assess adhesion reduction performance, supported by quantitative analyses of liquid-plastic limits, zeta potential, and interparticle repulsion energy to clarify the fundamental mechanisms. Results reveal that under optimal synergistic parameters (20% foam injection ratio with 0.1%-0.2% dispersant dosage), the combined additives achieve superior adhesion mitigation. The conditioners reduce the liquid-plastic limits and increase the negative charge of the soil, causing the Zeta potential to decrease with increasing conditioner dosage. Moreover, dispersants synergize with foam lubrication to intensify interparticle electrostatic repulsion energy, thereby effectively suppressing clay particle agglomeration and adhesion on cutterhead surface.

     

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