Abstract
Synchronous grouting can reduce the disturbance to the stratum and protect the tunnel structure to a certain extent. In this paper, we focus on how to determine the appropriate synchronous grouting pressure, based on a large diameter subsea shield tunnel in rock stratum in Shenzhen, China. The buoyancy of shield segment caused by synchronous grouting, the pressure distribution in grouting area, and the leakage of grouting slurry are analysed by numerical method. The results show that with the increase of synchronous grouting pressure, the leakage of slurry increases, but the buoyancy of segment decreases.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: IOP Conference Series: Earth and Environmental Science
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
