ORIGINAL RESEARCH article

Front. Mater.

Sec. Structural Materials

Volume 12 - 2025 | doi: 10.3389/fmats.2025.1592537

This article is part of the Research TopicSustainable and Green Materials in Geotechnical EngineeringView all articles

Rheology, permeability and microstructure of seawater-based slurry for slurry shield tunneling: Insights from laboratory tests

Provisionally accepted
Yingran  FangYingran Fang1,2Yidong  GuoYidong Guo1,2Luqing  JiangLuqing Jiang3*Hongzhi  LiuHongzhi Liu4Xinggao  LiXinggao Li1,2
  • 1Beijing Jiaotong University, Beijing, Beijing Municipality, China
  • 2Key Laboratory of Urban Underground Engineering of the Education Ministry, Beijing Jiaotong University, Beijing, China
  • 3Qingdao Guoxin Development (Group) Co., Ltd., Qingdao, China
  • 4CCCC Tunnel Engineering Co. Ltd., beijing, China

The final, formatted version of the article will be published soon.

During slurry shield tunneling in submarine geological conditions, it is of significance to prepare an appropriate slurry to maintain excellent rheological properties and penetration characteristics. To investigate the effects of seawater intrusion and high-temperature-induced deterioration on the physical properties of different bentonite slurries, four typical commercial sodium bentonites of different origins were selected as raw materials in this study, and mineral composition characterization tests were carried out on the four sodium bentonites, respectively. Additionally, a comprehensive analysis was performed to evaluate the physical properties of the four bentonite slurries, including rheological tests, penetration tests, and microstructure observations. The results indicated that both increased seawater content and elevated temperature had remarkable effects on the rheological properties of the slurries, while the rheological and permeability properties of all four slurries deteriorated to varying degrees. The microstructure and morphology of the slurries mainly appeared as thin sheets with voids between them, and discrete particle accumulation was observed locally. The conclusions presented in this paper could offer guidance for future preparation of slurries used in slurry shield tunneling.

Keywords: Submarine geological conditions, Seawater slurry, Rheological test, Penetration test, high temperature

Received: 12 Mar 2025; Accepted: 15 Apr 2025.

Copyright: © 2025 Fang, Guo, Jiang, Liu and Li. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence: Luqing Jiang, Qingdao Guoxin Development (Group) Co., Ltd., Qingdao, China

Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.

Research integrity at Frontiers

94% of researchers rate our articles as excellent or good

Learn more about the work of our research integrity team to safeguard the quality of each article we publish.


Find out more