The Liben Bridge is a significant example of concrete construction in the Czech Republic. It was built between 1924-1928 according to the design of the architect Pavel Janák and engineer František Mencl. This article deals with variants of the reconstruction of the vault part of the Liben Bridge in terms of static operation. It focuses on the two basic problems of the bridge, the solution to increase the bearing capacity of the vault arches and to increase the bearing capacity of the foundations under pillars. The concept of repair is based on extensive diagnostic surveys and static and dynamic load tests conducted in 2017.
Publikace