Projekter

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 GMCB. Responsible for design of area for new container terminal planned to be in use in 2027. Land reclamation by dumping rubble stone into the sea. Slope stability analysis with ex ...

Client: Kristiansand Harbour

Years: 2010 - 2011

Consultant for GMCB. Redesign of an extension of Kristiansand Container Harbour subjected to a stability failure in 2008. Slope stability analysis with excess pore water pressure in soft sensitive ...

Client: Kristiansand Harbour

Years: 2010 - 2012

Design of noise embankments to be placed on soft soil deposits (gyttja). Soil improvements with geonet and staged construction for consolidation of gyttja.

Client: DSB

Year: 2004

Sliding assessment for gravity based wind turbine foundations (tender project).

Client: E. ON Wind, Sweden

Year: 2008

Development of software package (Sliding) for analysing the sliding resistance of a circular shallow foundation offshore on a rock cushion and exposed to 3-dimensional loading conditions (incl. to ...

Client: Seas Energy A/S

Year: 2001

Design check of double spirally coiled reinforced concrete pipe (Buchan Ø1600mm) subjected to heavy soil and traffic loads. Calculations carried out with the software packages RCPIPE and RQRDMS.

Client: Per Aarsleff A/S

Year: 1997

Consultant for Züblin A/S. Establishing design basis for construction pit and for tunnel design using freezing technique of soil in order to excavate the soil for the new escalator.

Client: DSB, Banestyrelsen

Years: 2012 - 2013

Consultant for Balslev A/S. Redesign of free wing walls to be anchored. Optimizing of anchor forces for wing walls with SPOOKS. Calculation principle where the walings are connected to the bridge ...

Client: Banedanmark

Year: 2014

Development of an approach for assessing improved consolidation modulus as a function of the undrained shear strength for over consolidated clay till. Deformation analysis of large shallow raft fo ...

Client: Sweco Danmark A/S

Year: 2016