Assessment of settlements

Geotechnical assessment of foundation conditions and foundation recommendation for spread footings and raft foundations for various structures: cement silos, clinker silos, CF silo and preheater. ...

Client: FL Smidth A/S

Year: 2006

Evaluation of soil-structure interaction, penetration and sliding resistance for spud cans of a drilling rig operating close to a production platform at the Elf Frøy location.

Client: Maersk Drilling, Copenhagen

Year: 1992

New quay wall and land reclamation. Stability analysis and design of vertical drains to accelerate settlements of soft organic soil.

Client: Fredericia Harbour

Year: 1999

Consultant for CASA A/S. Responsible for design of construction pit and for establishing an optimized geotechnical design basis for a permanent diaphragm wall supporting a 3-storey-parking basemen ...

Client: Frederiksberg Municipality

Years: 2016 - dato

Evaluation of differential settlements of an oil storage tank farm.

Client: BWSC A/S

Year: 1998

Geotechnical assessment of soil conditions for new cement plant and foundation recommendations for spread footings and piled raft foundations for various structures. Assessment of the bearing capa ...

Client: FL Smidth A/S

Year: 2007

Foundation assessments for apartment buildings and rehabilitation centre: Sheet pile walls design and principle for dewatering for basement excavations, access road on soft soil (reinforced soil) ...

Client: Hoffmann A/S

Years: 2002 - 2003

Geotechnical assessment of soil conditions for a new cement plant and foundation recommendation for spread footings and raft foundations for various structures. Planning detailed soil investigatio ...

Client: FL Smidth A/S

Year: 2007

Consultant for M. J. Eriksson A/S. Responsible for optimized design of floating composite bridge (gratings consisting of steel frames with mats of wood) for a temporary working road on very soft g ...

Client: Danish Road Directorate

Years: 2012 - 2013

Alternative design of bored pile wall with multilevel anchors (ULS) and subsequent modification due to deformation criteria (SLS) of the tunnel wall and the footings for the columns inside the mul ...

Client: Rådgivergruppen Kastrup Station, A/S Øresundsforbindelsen

Year: 1994