Assessment of settlements

Deformation and stability assessment of sheet pile and King Post walls for excavation pit. Assessment of settlements recorded on neighbouring buildings during demolition of old buildings at buildi ...

Client: Skanska Denmark A/S, Region Anlæg Jylland

Years: 2005 - 2008

Verification of bearing capacity for column foundation with increased loadings by using the Observational Method, cf. EN 1997:2007 (combination of PLAXIS bearing capacity calculations using increa ...

Client: A. Enggaard A/S

Year: 2017

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

Evaluation of soil conditions and prediction of spud can penetration for "Maersk Viking" drilling rig operating at the AP-3 location in Al Shaheen oil field, Arabian Gulf off Qatar. Calculations c ...

Client: Maersk Contractors, Drilling Division, Copenhagen

Year: 1997

Geotechnical assessment of foundation conditions and foundation recommendation for spread footings and raft foundations for various structures: cement silos, clinker silos, CF silo and preheater. ...

Client: FL Smidth A/S

Years: 2005 - 2006

Computer simulations of settlements of silo footings based on CPT measurements.

Client: Skude & Jacobsen AS, Vordingborg

Year: 1992

Evaluation of soil conditions and prediction of spud can penetration for "Maersk Viking" drilling rig operating at the MOQ 3 location in the Arabian Gulf off Qatar. Calculations carried out by the ...

Client: Maersk Contractors, Drilling Division, Copenhagen

Year: 1997

Responsible for optimized design of permanent and temporary free sheet pile walls for excavation of basement for new computer building to Novo Nordisk IT. Planning and supervision of supplementary ...

Client: HHM A/S

Years: 2009 - 2010

Evaluation of penetration resistance of spud cans without skirts for "Maersk Giant" operating at Beta E/Gamma, and subsequent stability check for storm loading covering the undrained bearing capac ...

Client: Maersk Drilling, Copenhagen

Year: 1994

Evaluation of penetration resistance of spud cans with skirts for "Maersk Giant" operating at Block 9/2, and subsequent stability analysis concerning moment capacity of sand with dilatancy behaviour.

Client: Maersk Drilling, Copenhagen

Year: 1994