泥浆性质对泥水盾构泥膜闭气性影响试验研究

Experimental Study on the Influence of Slurry Properties on the Airtightness of the Filter Cakes of Slurry Shields

  • 摘要: 泥水盾构带压开舱时,闭气性良好的泥膜是保证开挖面稳定的关键。目前泥浆性质对泥膜闭气性的影响尚不清楚,进行现场泥浆调试成为工程界关注的难题。文章在自制的室内泥膜气密性测试系统中,通过改变CMC的添加量配制不同性质的泥浆,并开展泥浆成膜试验及泥膜闭气试验。试验结果表明,在不同气压作用下,泥膜存在不同的闭气时间,超过闭气时间后,泥膜即会出现被气体击透而漏气的现象;随着泥浆粘度的增大,泥膜的闭气时间呈现先增大后减小的趋势,这是由于泥浆粘度过大导致泥浆难以渗入地层,形成的泥膜变薄且容易被气体击穿。南京纬三路过江通道泥水盾构在江底的圆砾卵石地层中带压开舱时,泥浆密度宜控制为1.15~1.20 g/cm3, CMC的添加量为0.03%~0.1%,漏斗粘度为40~50 s。

     

    Abstract: The airtightness of a filter cake is critical concerning face stability during intervention under compressed air pressure in a slurry shield. However, the influence of slurry properties on the airtightness of filter cakes has not been identified, and on-site slurry preparation can become a difficulty that requires attention. Slurries with different properties were prepared by means of changing the additive dosage of CMC, and a self-developed laboratory test system for filter-cake air tightness was adopted to conduct filter-cake formation and airtightness tests. The results indicate that a filter cake has different airtight times at different air pressures and will be broken down by compressed air when the airtight time is over; due to high viscosity induced difficulties of slurry penetrating into the formation, the filter cake becomes thinner and is easily broken down, with its airtight time first increasing and then decreasing with increasing slurry viscosity. With respect to the Nanjing Weisanlu river-crossing tunnel project, it is recommended that the slurry density should be within 1.15~1.20 g/cm3, the CMC additive dosage should be 0.03%~0.1% and the funnel viscosity should be 40~50 s for slurry shield intervention under compressed air pressure in the pebble gravel stratum.

     

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