Consultant for Züblin A/S. Responsible for establishing an optimized geotechnical design basis for design of temporary retaining walls for 2 storey parking basement below office building (slurry walls to 18 below ground level and with a sheet pile wall inserted at the upper 12 m). Design of sheet pile walls and ground anchors. Deformation analysis (PLAXIS) of railway track close to the construction pit.
Location: Denmark, Lyngby
Client: Danica Pension (Microsoft Danmark)
Years: 2013 - 2014
Assessment of settlementsDesign basisExcavation pitsGround anchors