The slurry pressure balance (SPB) shield technique is extensively used in underground construction, with filter cake quality being critical for the stable excavation face. However, research on the impact of different slurry pressures and viscosities on filter cake formation is limited. This study assesses the microstructure characteristics of slurry viscosity. Experiments were conducted on bentonite slurries of 2253.89 and 6.81 mPa·s viscosity under slurry pressures of 25–70 kPa. High-viscosity slurry forms filter cakes with very low permeability (2.21 × 10−7–5.62 × 10−7 m/s). Low-viscosity slurry shows higher permeability (2.68 × 10−5 and 4.64 × 10−5 m/s) at slurry pressure of 25 and 40 kPa, but permeability drops (8.72 × 10−7 and 2.61 × 10−6 m/s) at slurry pressure of 55 and 70 kPa. Based on these findings, this paper proposes using low-viscosity slurries with high pressures for hypotonic, structurally stable filter cakes in SPB shield tunnelling. This offers practical insights into safer, more efficient operations and could enhance construction safety and efficiency.
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1 November 2025
Research Article|
August 25 2025
Slurry viscosity and its effect on infiltration considering pressure effect
Xiaoyan Zhang;
Xiaoyan Zhang
School of Mechanics and Civil Engineering,
China University of Mining and Technology
, Beijing, China
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Hongsen Li;
Hongsen Li
School of Mechanics and Civil Engineering,
China University of Mining and Technology
, Beijing, China
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Dongxue Hao;
Dongxue Hao
School of Civil Engineering and Architecture,
Northeast Electric Power University
, Jilin, China
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Zhao Lu
Hainan Institute of Zhejiang University, Sanya, China;
HKUST Shenzhen-Hong Kong Collaborative Innovation Research Institute
, Shenzhen, China
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Declaration of competing interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Publisher: Emerald Publishing
Received:
January 10 2025
Accepted:
July 18 2025
Online ISSN: 2042-6550
Print ISSN: 1346-213X
Funding
Funding Group:
- Award Group:
- Funder(s): Hetao Shenzhen-Hong Kong Science and Technology Innovation Cooperation Zone
- Award Id(s): HZQB-KCZYB-2020083
- Funder(s):
- Award Group:
- Funder(s): Shenzhen Science and Technology Program
- Award Id(s): KCXFZ20211020163816023,KCXFZ20230731093901003
- Funder(s):
- Award Group:
- Funder(s): National Natural Science Foundation of China
- Award Id(s): 52211530088,52178375,52078108
- Funder(s):
- Award Group:
- Funder(s): Fundamental Research Funds for the Central Universities
- Award Id(s): 2024ZKPYLJ03
- Funder(s):
- Funding Statement(s): The authors gratefully acknowledge the support by the Projects of Hetao Shenzhen-Hong Kong Science and Technology Innovation Cooperation Zone (No. HZQB-KCZYB-2020083), Shenzhen Science and Technology Program (No. KCXFZ20211020163816023), National Natural Science Foundation of China (52211530088, 52178375, and 52078108), Shenzhen Science and Technology Program (No. KCXFZ20230731093901003), the Fundamental Research Funds for the Central Universities (2024ZKPYLJ03).
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
International Journal of Physical Modelling in Geotechnics (2025) 25 (6): 322–333.
Article history
Received:
January 10 2025
Accepted:
July 18 2025
Citation
Zhang X, Li H, Hao D, Lu Z (2025), "Slurry viscosity and its effect on infiltration considering pressure effect". International Journal of Physical Modelling in Geotechnics, Vol. 25 No. 6 pp. 322–333, doi: https://doi.org/10.1680/jphmg.25.00003
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