Abstract
This study deals with the analytical solutions for the thrust and moment in the lining of a circular tunnel due to seismic-induced ovaling deformation. The discrepancy among the existing solutions in the thrust and moment for no-slip interface condition is investigated. New analytical solutions are developed by considering the relations between displacements and interaction forces at the soil-lining interface and including the slippage effect at the soil-lining interface using a spring-type flexibility coefficient. The comparison among the solutions in the thrust and moment is discussed. The effects of flexibility coefficient and deformation ratio are investigated.
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 callDisclaimer: 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.
