Experimental Study on the Filtration of Seawater Bentonite Slurry Under the Cutting Influence of Shield Cutterhead
Slurry shields maintain excavation face stability by forming a sealing filter cake through pressurized slurry filtration, though cutterhead rotation inevitably compromises this integrity. This study investigates seawater-based slurry filtration behavior under cutterhead disturbance using model testing, utilizing the effective support force conversion rate to quantify the filter cake formation efficiency. Quantitative analysis evaluated key slurry constituents-bentonite, carboxymethyl cellulose (CMC), and fine sand (content/particle size)-and operational parameters including cutterhead rotation speed, advance rate, and slurry pressure. Results demonstrate enhanced conversion rate and stability with increased bentonite, CMC, and fine sand content; reduced fine sand particle size; elevated slurry pressure; and decreased cutterhead speed/advance rate. Nonlinear relationships exist between bentonite content and fine sand particle size, on the one hand, and the mean conversion rate and its fluctuation range, on the other. Stratum permeability and slurry pressure exhibit nonlinear effects on fluctuation range but linear relationships with mean value, indicating marginal impacts on support force magnitude and operational stability. Sensitivity analysis confirms bentonite as the dominant influencing factor, followed by cutterhead speed and CMC.
Authors
- Yueyue Wu (ORCID: https://orcid.org/0000-0002-6237-3430)
- Lianzhen Zhang
- Zhipeng Li (ORCID: https://orcid.org/0000-0003-4458-6595)
- Qingsong Zhang (ORCID: https://orcid.org/0000-0002-2779-1354)
- Yang Gao (ORCID: https://orcid.org/0000-0002-5618-6479)
- Hongzhen Dong
- Yirui Li (ORCID: https://orcid.org/0000-0002-2000-9518)
- Deming Wang (ORCID: https://orcid.org/0000-0002-4476-9765)
- Yabin Dai
Institutions
- Shandong University (CN)
- Shandong Jiaotong University (CN)
- China University of Petroleum, East China (CN)
- Shijiazhuang Tiedao University (CN)
Publication Details
- Journal
- Materials
- Published
- 2025-08-28
- DOI
- https://doi.org/10.3390/ma18174025
- Primary Topic
- Grouting, Rheology, and Soil Mechanics
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China
- National Key Research and Development Program of China