海域地层泥水盾构膨润土泥浆膨化及碳酸钠改性试验研究
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1.河海大学土木与交通学院;2.中交隧道工程局有限公司

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U455.43

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国家自然科学(52078189,,52378394)


Experimental Study on Bentonite Slurry Expansion and Na2CO3 Modification for Slurry Shield Tunneling in Marine Strata
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College of Civil and Transportation Engineering, Hohai University

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    摘要:

    针对海域地层泥水盾构掘进时海水混入导致泥浆粘度降低、离析泌水等问题,通过测定不同配制方法下泥浆的粘度、泌水率、粒径分布及Zeta电位等参数,分析不同膨化方式与Na2CO3改性对混入海水的膨润土泥浆性能影响规律,并探讨泥浆性质变化机理。结果表明:膨润土膨化方式对泥浆性质影响显著,淡水膨化可有效促进膨润土水化膨胀,其泥浆泌水率较海水膨化降低30%左右,Zeta电位绝对值略高,颗粒粒径最小,性能优于海水膨化和混合膨化泥浆;Na2CO3对泥浆粘度影响不明显,但能显著降低泌水率。膨化方式主要是通过阳离子影响泥浆性能,淡水中的Na?有利于形成较厚的双电层,促进膨润土水化分散,形成稳定体系;海水中的Ca2+、Mg2+等高价离子则压缩双电层,抑制分散,进而导致泥浆性能劣化。Na2CO3则通过沉淀高价阳离子以及Na+置换作用,提高泥浆Zeta电位值、扩大双电层,进而改善泥浆性能。本研究提出了适用于海域地层泥水盾构膨润土泥浆的淡水预膨化-Na2CO3化学抗盐复合调控方案,可为高盐环境下膨润土类型选择、泥浆配制工艺优化提供参考。

    Abstract:

    In response to the decrease in slurry viscosity and the occurrence of segregation and bleeding caused by seawater intrusion during slurry shield tunneling in marine strata, the effects of different preparation methods, including various expansion methods and Na2CO3 modification, on the properties of bentonite slurry mixed with seawater were investigated. Parameters such as viscosity, bleeding rate, particle size distribution, and Zeta potential were measured to analyze the influence patterns and to explore the mechanisms behind slurry property changes. The results indicate that the expansion method significantly affects slurry properties. By using freshwater expansion, bentonite hydration and expansion were effectively promoted. Compared with seawater expansion, the bleeding rate was reduced by approximately 30%, a slightly higher absolute Zeta potential was observed, and the smallest particle size was obtained, resulting in overall superior performance relative to seawater-swollen and mixed-swollen slurries. No significant influence of Na2CO3 addition on slurry viscosity was observed, whereas the bleeding rate was markedly reduced. The influence of the expansion method on slurry performance was primarily governed by cations. Na? in freshwater facilitates the formation of a thicker double electric layer, promoting bentonite hydration and dispersion and for a stable slurry system. In contrast, polyvalent cations such as Ca2+ and Mg2+ in seawater compress the double electric layer, inhibit dispersion, and thus deteriorate slurry performance. Na2CO3 improves slurry performance through the precipitation of polyvalent cations and Na+ exchange, which increases the Zeta potential and expands the double electric layer. This study proposes an integrated regulation strategy combining freshwater pre-expansion with Na2CO3-based chemical salt resistance for bentonite slurry used in slurry shield tunnelling in marine formations, providing a reference for bentonite type selection and slurry preparation process optimization under high-salinity conditions.

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闵凡路,张慧雯,吕辰熙,等. 海域地层泥水盾构膨润土泥浆膨化及碳酸钠改性试验研究[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-02-13
  • 最后修改日期:2026-07-04
  • 录用日期:2026-08-01
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