Pile foundations

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

Consultant for Grontmij (CURATIVA). Optimized design of driven concrete piles (30x30cm and 35x35cm) supporting bed-towers. Responsible for establishing load displacement curves for axially loaded ...

Client: Region Midtjylland Regionsrådet

Years: 2013 - 2014

In charge of assessment of the bearing capacity and optimisation of concrete piles in complicated soils for a pile raft foundation by use of the Danish driving formula and PDA-measurements.

Client: Carlo Lorentzen A/S

Year: 2000

Design of piles for foundations of wooden frames for a riding-hall, design of a bridle-way resting on peat (reinforcement of soft soil with Geotextile and Uretek resin) and soil improvement for a ...

Client: IW Holding A/S

Years: 1999 - 2001

Assessment of foundation conditions for wind turbines to be placed offshore Barrow in the eastern Irish Sea. Conceptual design for a mono pile type foundation.

Client: Metoc plc

Year: 2001

Providing bearing capacity reserves for the footings of columns as part of a tunnel wall below a multi-storey car park (ULS and SLS analyses). The bearing capacity of the column footings were impr ...

Client: Rådgivergruppen Kastrup Station

Years: 1997 - 1999

Tender design of a new 490 m long multi span bridge at Guijá in Gaza Province. Assessment of geotechnical basis, design of piles for piers, abutments, temporary bridge support and casting yard, c ...

Client: MT Højgaard International

Year: 2004

Certification of two STAR-platforms for Mærsk Oil & Gas A/S, including verification of driveability analysis for steel piles, fatigue assessment during driving. Stability and penetration analysis ...

Client: Det Norske Veritas, Danmark A/S, Structures & Pipelines, Energy Denmark

Year: 2011

Consultant for Züblin A/S. Responsible for establishing an optimized geotechnical design basis for design of temporary retaining walls (slurry trench with sheet pile walls) for environmental tunn ...

Client: Staten’s Vegvesen (State Road Directorate), Norway

Years: 2014 - 2015

Consultant for Sweco A/S. Establishing a design approach for pile rafts by use of lateral pushover analyses for single piles (LPILE). Providing static and dynamic stiffness moduli for the pile beh ...

Client: FL Smidth A/S

Year: 2017