Cooperative Work of CRTS II Slab Ballastless Track-32m Simply Supported Girder under Pier Settlement

Abstract

2018). Specifically, the differential settlements of piers will result in the emergence of vertical displacement of the whole bridge structure and subsequently result in the deformation of ballastless track, which significantly affects the smoothness of the railway line.To date, much effort has been directed towards the exploration of the settlements related to high-speed railway (