Pile foundations

Responsible for design of various building foundations (22-145 meter high) as part of a development project in Aarhus harbour consisting of office, hotel and house buildings. Soil condition consis ...

Client: Keops Development and Frederiksberg Ejendomme

Years: 2007 - 2008

Quality assurance of geotechnical soil investigations and foundation principles for block buildings in 3 to 7 storeys. Bearing capacity and settlement of driven precast piles in tertiary clay.

Client: CASA A/S

Year: 2016

Consultant for GMCB. Review of sheet pile wall design, ground anchors and pile design for a 8 meter deep underground parking for the new Urban MediaSpace building complex at Aarhus harbour. Design ...

Client: Alectia A/S

Years: 2009 - 2012

Consultant for Sweco A/S. Assessment of strength and deformation parameters for liquefied silty sand and clayey silt (cyclic degradation) to be used in bearing capacity assessment of laterally loa ...

Client: FL Smidth A/S

Year: 2017

Consultant for Sweco A/S. Assessment of strength and deformation parameters for liquefied silty clay and clayey silt (cyclic degradation) to be used in bearing capacity assessment of laterally loa ...

Client: FL Smidth A/S

Year: 2016

Consultant for Grontmij. Quality assurance of geotechnical design basis, design approaches and stability calculations for railway embankments. Assessment of pile rafts supported embankments crossi ...

Client: DSB, Banestyrelsen

Years: 2012 - 2013

Review of the bearing capacity for large bored piles (vertical and horizontal loading) supporting a pedestrian bridge crossing Copenhagen Harbour at the shopping centre ‘Fisketorvet’.

Client: Copenhagen Municipality, Road and Park Division

Years: 2005 - 2006

Multi-storey apartment buildings with car parking in basement. Detailed design for permanent quay walls, permanent retaining walls and ground water inflow to excavation and footing optimisation fo ...

Client: Skanska A/S

Years: 1999 - 2001

Redesign of a secant pile wall supporting the Gefion fountain. Tender documents and supervision for reinforcement of the foundation by use of GEWI piles.

Client: Copenhagen Municipality, Road and Park Division

Years: 2000 - 2003

Design of laterally loaded piles to sustain wind loads acting on 7-storey apartment building. Supporting wall design and assessment of compaction criteria for fill.

Client: NCC

Year: 2005