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