Pressurized Chamber Opening Technology and Its Application in Ultra-large Diameter Slurry Shield Tunneling: Postprint
Chen Zhao, Lu Yangyi, equation, Dai Changkang
Submitted 2025-07-29 | ChinaXiv: chinaxiv-202508.00154

Abstract

Due to the complex geological conditions in Guangzhou, shield tunneling frequently encounters problems such as abnormal cutter wear and poor muck discharge due to slag accumulation in the chamber. Chamber cleaning is an effective solution; however, constrained by geological conditions and surface environment factors, chamber operations entail stringent safety requirements. This paper, based on the super-large diameter slurry shield construction of the Guangzhou Haizhuwan Tunnel and combined with the engineering hydrogeological conditions, analyzes the problems and their causes encountered during construction, including parameter deterioration, crusher oil leakage, and rear grid rupture, and introduces targeted countermeasures, leading to the following conclusions: (1) When the shield machine experiences significant increases in extrusion pressure and torque accompanied by decreased advance speed during tunneling, it is determined that chamber entry is necessary to inspect cutterhead mud caking and cutter wear conditions, with suitable locations selected for chamber entry; (2) Pressurized cleaning of mud cakes and cutter replacement for the shield machine strictly follows the technical process of rear water stopping → bentonite injection → slurry membrane formation → liquid level reduction → pressure holding test → personnel chamber entry → decompression exit; (3) During chamber operations, close attention should be paid to whether the air replenishment volume in the chamber and the Samson opening degree meet requirements, whether the chamber pressure and liquid level are stable, and monitoring measurements and surface patrols should be intensified; (4) When the forward movement of the P2.1 pump suction port at the bottom of the air cushion chamber becomes unsuitable for tunneling conditions, such as frequent suction port blockages or sudden pressure drops at the P2.1 pump suction port, it is determined that the crusher needs to be utilized, requiring removal of the extended suction port and restoration of the grid; (5) After the shield machine experiences tunneling parameter deterioration and cutterhead mud caking, adopting pressurized chamber entry measures can effectively alleviate poor discharge and mud caking phenomena, thereby improving tunneling efficiency. The related research findings can provide references for similar projects in the future.

Full Text

Preamble

Technology and Application of Pressurized Chamber Opening for Super-Large Diameter Slurry Shield Tunneling

Chen Zhao, Lu Yangyi, Fang Cheng, Dai Changkang

Guangzhou Metro Engineering Consulting Co., Ltd., Guangzhou 510000, China

Abstract

Due to the complex geological conditions in Guangzhou, shield tunneling frequently encounters problems such as abnormal cutter wear and poor slag discharge caused by chamber accumulation, making chamber cleaning an essential remedial measure. However, ground conditions and surface environment constraints impose stringent safety requirements on chamber opening operations. This paper investigates the super-large diameter slurry shield construction of Guangzhou's Haizhu Bay Tunnel, analyzing—within the project's hydrogeological context—the causes of parameter deterioration, crusher oil leakage, and rear grid failure encountered during construction, along with targeted mitigation measures. The following conclusions are drawn: (1) Significant increases in thrust force and torque, coupled with reduced advance rate, signal the need for chamber entry to inspect cutterhead mud caking and cutter wear, with site selection being critical; (2) Pressurized chamber cleaning and cutter replacement must follow a strict technical sequence: rear water sealing, bentonite injection, filter cake formation, liquid level reduction, pressure holding test, personnel entry, and decompression exit; (3) During operations, close monitoring of chamber air replenishment, Samson valve opening, pressure and liquid level stability is required, alongside intensified surface monitoring and patrols; (4) Unsuitable excavation conditions arising from forward repositioning of the P2.1 pump suction port at the air cushion chamber bottom—evidenced by frequent blockages or sudden pressure drops—necessitate crusher deployment, extended suction port removal, and grid restoration; (5) Pressurized chamber opening effectively mitigates poor discharge and mud caking following parameter deterioration, significantly improving excavation efficiency. These results provide valuable reference for similar projects.

Keywords: slurry balance shield; composite ground; pressurized chamber opening; key technical control points; efficiency comparison

Submission history

Pressurized Chamber Opening Technology and Its Application in Ultra-large Diameter Slurry Shield Tunneling: Postprint