Copenhagen, Axel Tower 2, The Five Towers

Consultant for Züblin A/S. Responsible for establishing an optimized geotechnical design basis for temporary and permanent secant pile walls and temporary “Copenhagen walls” supporting a 5 storey-parking basement for a new office building. 3rd party check of design and performing deformation analyses with PLAXIS using a Hardening Soil small strain model. Optimized design for columns resting on a raft foundation founded in limestone.

Location: Denmark, København

Client: EjendomsSelskabet Norden Invest P/S

Years: 2012 - 2014

Assessment of settlementsDesign basisExcavation pits