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extension of the existing urban rail network by the parallel running 2. S-Bahn-Stammstrecke
Station Marienhof in open and closed coveraged type. 45 m deep excavation directly next to an existing subway
2-dimensional FE-Model for the analysis of forces and displacements in the soil and the interaction with the tunnel and the existing development
vertical deformations due to excavation unloading, deactivation of the dewatering and horizontal deformations of the slope of pit
horizontal deformations at the slope of pit and the tunnel