生物质纤维对饱和砂土地层泥水盾构泥浆成膜性能的增强机制
作者单位:

1.深圳大学;2.重庆大学;3.浙大城市学院

基金项目:

国家自然科学基金(52022001);浙江省城市盾构隧道安全建造与智能养护重点实验室开放基金(ZUCC-UST-22-08)


Enhancement Mechanism of Biomass Fbire on Filter Cake Formation for Slurry Shield Tunnelling in Sandy Ground
Affiliation:

1.Shenzhen University;2.Chongqing University;3.Hangzhou City University

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    摘要:

    泥膜是泥水盾构隧道开挖面稳定的关键,纯膨润土泥浆无法在高渗透地层有效地形成高质量泥膜,而高分子聚合物改性泥浆又存在粘度过高、环境污染等问题。本文介绍了生物质秸秆纤维对饱和砂土地层泥水盾构泥浆成膜性能的增强机制,采用泥浆渗透试验,模拟了生物质纤维泥浆在饱和砂土地层中的渗透过程,分析了泥浆滤失规律、泥膜形成效果和泥浆压力传递效率。讨论了生物质纤维掺量对泥浆渗透、泥膜形成和压力传递的影响机理。研究结果表明:①生物质纤维泥浆的粘度低、密度小、稳定性好,因此具有很好的护壁泥浆性能;②生物质纤维大幅提高了泥浆的泥膜形成性能,可以有效减少膨润土用量,具有较大的工程意义;③泥浆渗透模型可以很好地预测生物质纤维泥浆的渗透过程。

    Abstract:

    In the highly permeable soil, pure bentonite slurry is hard to form a filter cake at the tunnel face during slurry shield tunnelling. The viscosity of polymer modified slurry is too high and it may pollute the environment. The enhancement mechanism of biomass straw fiber on the filter cake formation for bentonkte slurry during slurry shield tunnelling in saturated sandy soil was introduced. The infiltration process of slurry in saturated sandy soil was investigated using column infiltration test. The filtration loss, filter cake formation and effective pressure transfer were analysed. The effects of biomass fiber content on filter cake formation and effective pressure transfer were discussed. The results show that: (1) the viscosity of biomass fibre enhanced slurry is low, the stability of suspended particles is high and the density of biomass fibre enhanced slurry is low; (2) the ability to form a filter cake of the biomass fibre enhanced slurry is greatly improved, which can reduce the use of bentonite; (3) the infiltration model well predicts the infiltration process of biomass fiber enhanced slurry.

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  • 收稿日期:2024-10-14
  • 最后修改日期:2024-12-30
  • 录用日期:2025-02-12
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