Development of a new type of retaining concrete walls separating the railway track and container storage (terminal). Reinforcements of pavement and base by geo-synthetic fabric.
Client: Carlsberg Brewery A/S
Year: 2002
Design of sheet pile walls and drainage systems to improve slope stability of embankments of tertiary clay deposits.
Client: Dansk Shell A/S, Shell - Refinery, Fredericia
Year: 1994
Temporary King Post walls design with multi-level bracings (ground anchors) for 10 m deep basement excavation for multi-storey apartment building. Detailed design of gunited concrete used as filli ...
Client: M. J. Eriksson A/S
Year: 2005
Joint Venture with Sweco A/S acting as consultants for Klaus Nielsen A/S. Responsible for establishing an optimized geotechnical design basis and final design for temporary and permanent secant pi ...
Client: HCØ65-69 ApS
Years: 2007 - dato
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
Design of ground anchors for retaining walls.
Client: Bo Frederiksen og Jan Knudsen, Arkitekterne P.A.R. A/S
Year: 2001
Evaluation of slope stability for design of slag (waste products from steel production) and coast embankments on gyttja deposits.
Client: Det Danske Stålvalseværk A/S
Years: 1995 - 1996
Evaluation of slope stability of slag embankments (waste products from steel production) placed on gyttja deposits
Client: The Danish Steel Rolling Mill A/S, Frederiksværk
Bearing capacity check of sewer pipe (plain concrete, ig-pipe with footing: 1200x2250mm) taken into account the actual degree of compaction of the supporting soil (backfill).
Client: Per Aarsleff A/S
Year: 1997
Evaluation of differential settlements of an oil storage tank farm.
Client: BWSC A/S
Year: 1998
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