Consultant for Züblin A/S. Responsible for complete design and supervision of construction pit consisting of temporary and permanent retaining walls for 2 storey parking basement below office building (slurry walls to 35 below ground level to prevent seepage of water into the construction pit and with a sheet pile wall inserted at the upper about 12 m). Design of sheet pile walls and ground anchors. Deformation analysis (PLAXIS) of railway track close to the construction pit. Predicted settlements of railway track = 11 mm and measured settlements = 10 mm.
Kgs. Lyngby, Kanalvej Stage 2
Location: Denmark, Kgs. Lyngby, Kanalvej
Client: Danica Pension
Years: 2014 - 2016
Assessment of settlementsExcavation pitsGround anchors