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丁万涛, 郭文静, 曹凯, 李振宇. 泥水盾构抗海水劣化泥浆流变性能及成膜机制分析[J]. 岩土工程学报. DOI: 10.11779/CJGE20230904
引用本文: 丁万涛, 郭文静, 曹凯, 李振宇. 泥水盾构抗海水劣化泥浆流变性能及成膜机制分析[J]. 岩土工程学报. DOI: 10.11779/CJGE20230904
Analysis of rheological properties and film forming mechanism of anti-seawater deterioration slurry for slurry shield[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230904
Citation: Analysis of rheological properties and film forming mechanism of anti-seawater deterioration slurry for slurry shield[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230904

泥水盾构抗海水劣化泥浆流变性能及成膜机制分析

Analysis of rheological properties and film forming mechanism of anti-seawater deterioration slurry for slurry shield

  • 摘要: 近海或越海泥水盾构隧道建设中,泥浆接触海水后性质劣化难以形成泥膜,极易引起开挖面失稳。本文提出一种使用亚麻籽胶作为外加剂的抗海水劣化泥浆,基于自主研发的变截面渗透柱研究了亚麻籽胶含量和海水侵入度对累积滤水量及超静孔隙水压力(超静孔压)的影响;获取了泥浆累积粒径分布曲线及流变性质,分析了抗海水劣化泥浆的渗透成膜机制。结果表明,亚麻籽胶能够提高降滤失效果、加快超静孔压消散,促进泥膜形成。随海水侵入度增大,滤水量先减小后增加,泥浆d85先变大后减小,流变性质则逐渐变差。侵入度≤30%时泥浆能够抵抗海水劣化,颗粒堵塞作用是致密泥膜形成的关键;侵入度较高(50%、70%)时泥膜渗透性变差,颗粒堵塞及流变阻塞耦合作用可能是抑制泥浆持续向地层渗透的原因;侵入度为100%时泥浆性质严重劣化,无法形成泥膜。研究成果可为海水环境下泥水盾构施工抗海水劣化泥浆的研发提供可行思路。

     

    Abstract: During the construction of offshore and seabed slurry shield tunnels, the properties of slurry contacting with seawater are seriously deteriorated, leading to the failure of filter cake formation and the instability of excavation face. In this paper, an anti-seawater deterioration slurry using flaxseed gum as an admixture was proposed. Based on the self-developed variable cross-section infiltration column, the effects of flaxseed gum content and seawater intrusion degree on cumulative water filtration and excess pore water pressure were studied, respectively. The cumulative particle size distribution and rheological properties of slurry at different seawater concentrations were obtained. The mechanism of infiltration and filter cake formation of anti-seawater deterioration slurry was analyzed. Results showed that flaxseed gum could improve the effect of fluid loss reduction, accelerate the dissipation of excess pore pressure, and promote the formation of mud film. With the increase of seawater intrusion, the fluid loss decreased first and then increased, the d85 of slurry increased first and then decreased, and the rheological property gradually deteriorated. When the intrusion degree was less than 30%, the slurry can resist the seawater deterioration and the particle clogging was the key to the formation of dense filter cake. After the intrusion degree reached 50%, the filter cake permeability became worse. The coupling effect of particle clogging and rheological blocking may be the reason for inhibiting the continuous penetration of the slurry into the formation. When the intrusion degree was 100%, the slurry properties deteriorated seriously and the filter cake cannot be formed. The research can provide feasible ideas for the research and development on seawater-resistant slurry during the construction of slurry shields under seawater environment.

     

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