Experimental Study on the Rotary Adhesion of Shield Cutterhead Tunneling in Clay Strata at Different Temperatures

In the process of shield tunneling in clayey strata, the fine-grained clay mineral components in the soil easily adhere to the cutter plate. The clay adhering to the cutterhead and the soil compartment then solidifies and hardens, which results in the production of mud cake and clogging. At present, research on cutter plates in clayey ground is limited and has focused mostly on static tests or simplified models. There is a lack of in-depth studies on the effect of temperature on clay adhesion, which is crucial for understanding the clogging risks. In this study, we independently researched and developed a rotary adhesion tester to investigate the adhesion effect and adhesion force change in a shield cutter plate under the influence of different temperatures, water contents (ω), and clay types, revealing the change rule of the adhesion effect under the joint influence of the temperature and the consistency index (Ic). This study provides experimental evidence and an empirical model for assessing the clogging risk in shield tunneling through clay strata, offering valuable insights that support the efficient operation of earth pressure balance (EPB) shields.

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Publication Details

Journal
Buildings
Published
2025-10-11
DOI
https://doi.org/10.3390/buildings15203657
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
0.00

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article

Experimental Study on the Rotary Adhesion of Shield Cutterhead Tunneling in Clay Strata at Different Temperatures

Zeen Wan, Zhe Yuan, W. Li, Jianjun Pang et al.
Buildings
Tunneling and Rock Mechanics
article

Experimental Study on the Rotary Adhesion of Shield Cutterhead Tunneling in Clay Strata at Different Temperatures

Zeen Wan, Zhe Yuan, W. Li, Jianjun Pang, Tao Zhang
article en

Abstract

In the process of shield tunneling in clayey strata, the fine-grained clay mineral components in the soil easily adhere to the cutter plate. The clay adhering to the cutterhead and the soil compartment then solidifies and hardens, which results in the production of mud cake and clogging. At present, research on cutter plates in clayey ground is limited and has focused mostly on static tests or simplified models. There is a lack of in-depth studies on the effect of temperature on clay adhesion, which is crucial for understanding the clogging risks. In this study, we independently researched and developed a rotary adhesion tester to investigate the adhesion effect and adhesion force change in a shield cutter plate under the influence of different temperatures, water contents (ω), and clay types, revealing the change rule of the adhesion effect under the joint influence of the temperature and the consistency index (Ic). This study provides experimental evidence and an empirical model for assessing the clogging risk in shield tunneling through clay strata, offering valuable insights that support the efficient operation of earth pressure balance (EPB) shields.

BuildingsVol. 15(20)
China University of Mining and Technology (CN), Jinan Institute of Quantum Technology (CN), China Railway Construction Machinery Research & Design Institute (CN)
China Postdoctoral Science Foundation
Openalex Percentile: Top 70%
Tunneling and Rock Mechanics
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