Abstract
The prestressed concrete pavement planned in Tokyo International Airport Offshore Expansion Project has cuttings for taxiway lighting wiring. Aiming at learning whether there is a problem in using pavement with such cuttings as apron and whether “Prestressed Concrete Lift-Up Method” needs to be modified, the authors carried out a laboratory fatigue test, flexural test, two-dimensional analysis using an elastic beam model and three-dimensional analysis of a plate on prestressed concrete. Proposed as a result are revised specifications for lift-up mechanism of prestressed concrete pavement with surface cuttings.
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.
