Abstract
In order to study the numerical simulation method of metro transfer station, a three-dimensional finite element model with and without considering fluid-solid coupling effect is established based on a metro transfer station of Jinan. The difference between the displacement of diaphragm wall, as well as the ground surface settlement, under the two conditions is compared. And a conversion equation of the retaining structure is deduced to convert the discontinuous pile wall into a continuous wall for numerical simulation modelling. The conclusions of this paper could serve as a reference for the numerical simulation of other metro transfer station projects.
Sign-in/Register to access full text options 
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.
