International geotechnical work

Geotechnical assessment of foundation conditions and foundation recommendations for spread footings and raft foundations based on SPT-results. Bearing capacity and settlement analyses for foundati ...

Client: European Commission (European Community External Aid)

Year: 2006

Geotechnical assessment of foundation conditions for weak rock (limestone), site visit, assessment of georadar investigations for localizing voids and cavities and foundation recommendation for sp ...

Client: Monberg & Thorsen A/S, MT International

Years: 2001 - 2002

Soil evaluation and preliminary design of piles and footings for the foundation of a Flue Gas Desulphurisation Plant comprising of: a new chimney, absorber, dump tanks, electrical building, NaOH s ...

Client: Monberg & Thorsen A/S, MT International

Year: 2000

Certification of the geotechnical design basis for 175 monopile foundations for 3.6 MW wind turbines. Optimized design principles for handling p-y curves for weak rock.

Client: Det Norske Veritas, Denmark A/S

Years: 2009 - 2011

Certification of the geotechnical design for 160 monopile foundations for 3.6 MW wind turbines. New design approaches for improving lateral behaviour of monopiles.

Client: Det Norske Veritas, Denmark A/S

Years: 2009 - 2011

Geotechnical assessment of foundation conditions for ion slag mills and associated silos.

Client: Monberg & Thorsen A/S, MT International

Year: 2001

Assessment of design parameters for flexible sewer pipe (PVC) in soft soil and design of temporary King Post wall for main pumping station.

Client: DANIDA

Years: 2001 - 2007

Responsible for design of laterally loaded pile groups exposed to wind and earthquake loading. Bored piles, Ø800 mm, of length up to 60 m and driven square piles 400x400 mm of length up to 15 m.

Client: FL Smidth A/S

Years: 2005 - 2007

Evaluation of soil conditions and likely foundations for a new production line. Planning and supervision of supplementary soil investigations. Responsible for design of laterally loaded pile group ...

Client: FL Smidth A/S

Years: 2006 - 2008

Responsible for design of laterally loaded pile groups exposed to wind and earthquake loading. Development of a simplified calculation model handling group effect for large piles groups (up to 257 ...

Client: FL Smidth A/S

Years: 2005 - 2007