Mechanism of seawater intrusion on property degradation of slurry in slurry shield tunneling

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-02-16 DOI:10.1016/j.tust.2025.106487
Kai Cao , Menghan Chen , Minghui Zhang , Han Wang , Mingjie Hu , Wantao Ding
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Abstract

Seawater intrusion into deteriorated slurry is a significant challenge faced by subsea slurry shield tunnels. Most existing studies simulate seawater intrusion (non-prehydrated) by adding seawater during slurry preparation; however, in practice, seawater intrusion occurs only during the slurry construction phase. To address this, the present study proposes a prehydrated seawater intrusion method that more accurately reflects real-world conditions (seawater added after freshwater slurry preparation). sing the response surface method, a regression model between slurry composition and properties was developed, predicting the optimal freshwater slurry ratio. The study then investigates the effects of different degrees of seawater intrusion on the properties and deterioration mechanisms of slurry with various additives, focusing on basic properties, rheological behavior and microscopic analysis. Results show that flaxseed gum performed better than the other three additives in terms of overall properties. At a 10% seawater intrusion degree, slurry rheological properties and particle size improved; Prehydrated seawater intrusion slurry outperformed non-prehydrated slurry. Previous studies have overestimated the impact of seawater on slurry in practice. The prehydrated seawater intrusion slurry only partially compresses the electric double layer structure of bentonite particles, retaining most of its integrity. These findings provide valuable insights for addressing seawater intrusion challenges in actual construction.
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海水侵入对盾构隧道浆体性能退化的影响机理
海水侵入变质浆体是水下浆体盾构隧道面临的重大挑战。现有研究大多通过在浆料制备过程中加入海水模拟海水入侵(非预水化);然而,在实践中,海水入侵只发生在泥浆施工阶段。为了解决这一问题,本研究提出了一种更准确地反映现实情况的预水合海水入侵方法(淡水浆料制备后加入海水)。利用响应面法建立了水泥浆成分与性能之间的回归模型,预测了最佳淡水泥浆比。在此基础上,研究了不同海水侵入程度对添加不同添加剂的浆料性能及变质机理的影响,重点研究了浆料的基本性能、流变特性和微观分析。结果表明,亚麻籽胶的综合性能优于其他三种添加剂。当海水侵入程度为10%时,浆液的流变性能和粒径有所改善;预水合海水入侵泥浆的性能优于非预水合泥浆。在实践中,以往的研究高估了海水对浆体的影响。预水合海水侵入浆体仅部分压缩膨润土颗粒的电双层结构,保留了其大部分完整性。这些发现为解决实际施工中的海水入侵问题提供了有价值的见解。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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