The thesis presents one of the most advanced methods for bridge construction, the incremental launching method. All phases of technology, along with the required equipment, material and personnel, are described in detail. A case of the bridge Ljubno built within the framework of the National Highway Construction Programme (subsection Brezje – Podtabor) is presented. Further, the optimized schedule for construction of a typical segment of the structure was prepared by using MS Project software.
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