Optimized design of temporary sheet pile walls and ground anchors for excavation of basement for an extension close to the 84-meter high industrial and office building of Ferring. Stability and displacement assessment for the existing Ferring-building during excavation and construction of the basement for the 3 Towers extension.
Copenhagen, Ørestaden, 3 Towers, Ferring
Location: Denmark, København, Ørestad
Client: Brødrene A. & B. Andersen A/S
Year: 2008
Assessment of settlementsExcavation pitsGround anchors