海水环境高水压条件下泥水盾构泥浆成膜机理及配比优化研究

Experimental Study on Slurry Film Forming Mechanism and Slurry Ratio of Slurry Shield under High Water Pressure

  • 摘要: 针对泥水平衡盾构在高渗透性砂土地层中施工面临泥浆易渗漏、难以形成有效泥膜的问题,通过系统开展泥浆渗透成膜试验,深入探究海水与淡水泥浆在高渗透率砂质地层条件下形成优质泥膜所需的泥浆性能指标,分析泥浆特性对成膜过程的影响规律,并针对性优化泥浆配方,提出适用于该类地层的最佳泥浆配比方案。研究结果表明:海水泥浆中膨润土含量对泥浆密度具有显著影响,膨润土含量越高,泥浆密度越大,滤水量越低;CMC含量是调控泥浆黏度的关键因素,虽然增加膨润土含量也能提升黏度,但其增黏效果远低于CMC;针对跨海隧道高渗透砂质地层的施工需求,最终确定优化泥浆配比方案为m(膨润土)∶m(CMC)∶m(碳酸钠)∶m(海水)=100∶3∶6∶700。

     

    Abstract: Aimed at addressing the issues of slurry leakage and difficulty in forming an effective slurry cake during slurry shield tunneling in highly permeable sandy strata, this study systematically carried out slurry infiltration and cake formation tests. It deeply investigated the required slurry performance indicators for forming a high-quality slurry cake when using seawater-based slurry versus freshwater-based slurry in high-permeability sandy formations, analyzed the influence patterns of slurry properties on the cake formation process, and proposed a targeted optimization of the slurry formulation, ultimately recommending the optimal slurry mix ratio suitable for such strata. The research results show that: The bentonite content in seawater-based slurry has a significant impact on slurry density: the higher the bentonite content, the greater the slurry density and the lower the filtration loss.CMC content is the key factor in controlling slurry viscosity. Although increasing bentonite content can also increase viscosity, its viscosifying effect is far less than that of CMC. To meet the construction requirements of highly permeable sandy strata in cross-sea tunnels, the final optimized slurry mix ratio is determined as∶bentonite mass∶CMC mass∶soda ash mass: seawater mass = 100∶3∶6∶700.

     

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