3D Finite Element Analyses – Interaction between Abutment and Adjacent Earth Embankment of a Modern


ApplicationPLAXIS 3D
VersionPLAXIS 3D
Original AuthorT. Meier, S. Rosner, T. Sembdner, P. von Wolffersdorff
Date created11 June 2014
Date modified12 July 2018

The Scherkondetal Bridge in Eastern Germany belongs to a new generation of railway bridges with a semi-integral structure. It is one of the three large bridges of the new high speed railway track Erfurt – Leipzig/Halle currently under construction. The bridge measures 576.5 m in length and the loads are transferred into the subsoil via 13 pillars and two abutments. The advantages of the semi integral structure are its aesthetics and the significantly reduced number of high-maintenance slide bearings.

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