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Projekter

Projekter Side 3

Beta E/Gamma, "Maersk Giant" rig assessment

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

Assessment of settlements

Block 9/2, "Maersk Giant" Rig Assessment

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

Assessment of settlements

Bohai Bay, "Gang-Hai No.1" rig assessment

Responsible for penetration predictions for the footings of "Gang-Hai No.1" drilling rig operating at three locations in Bohai Bay.

Client: Maersk Contractors, Drilling Division, Copenhagen

Year: 1998

Assessment of settlements

British Gas, Armada Field Rig Assessment

Evaluation of penetration resistance for spud cans of two drilling rigs ("Maersk Giant" and "CJ62-S120").

Client: Maersk Drilling, Copenhagen

Year: 1993

Assessment of settlementsOil industry

Charlottenlund, Bernstorffsvej 167

Vurdering af restsætninger for sætningsskadet hus fra 1939.

Client: Dines Jørgensen & Co. A/S

Year: 2010

Assessment of settlementsSettlement damaged buildings

Copenhagen Airport, Earth presure on basement walls

Evaluation of earth pressure at rest on basement walls due to compaction, surcharge loading and water pressures.

Client: RBM

Year: 1997

Basements

Copenhagen Atrium

Redesign of sheet pile wall with reduced driving depth. Improvement of soil parameters. Assessment of sheet pile design in clay till with boulders: driving equipment and types of sheet piles.

Client: M. J. Eriksson A/S

Year: 2004

Copenhagen Harbour

Consolidation and stability analysis of dredged sludge stored in man-made disposal sites.

Client: Copenhagen Harbour

Year: 1998

Assessment of settlementsSlope stability

Copenhagen Metro, Phase 3 – ’Østamagerbanen’

Elaboration of geotechnical basis for design of railway embankments with reinforced soil. Review of Contractors ground anchor design and basis for design of the deep through at Øresundsvej. Revie ...

Client: Metro BYG

Year: 2004

Assessment of settlementsBridgesDesign basisGround anchorsRoads and railwaysSupervision

Copenhagen Metro, Solbjerg Station

Responsible for design of retaining walls as part of the construction pit at Solbjerg Station. The design includes: sheet pile walls, King Post walls, slopes, temporary anchor design and extensive ...

Client: Ørestadsselskabet I/S

Years: 1998 - 1999

Assessment of settlementsExcavation pitsRoads and railwaysSlope stability
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Projects

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Categories

  • Assessment of settlements
  • Basements
  • Bridges
  • Cement plants
  • Certification
  • Design basis
  • Excavation pits
  • Expert appraisals
  • Foundation design
  • Geotechnical surveys
  • Ground anchors
  • Groundwater management
  • Harbours
  • International geotechnical work
  • Observational method design
  • Oil industry
  • Pile foundations
  • Pipes
  • Railways
  • Risk assessment
  • Roads and railways
  • Settlement damaged buildings
  • Slope stability
  • Soil stabilisation
  • Supervision
  • Tunnels
  • Wind turbine foundations
Frands Haahr ApS
Frands Haahr ApS
Dag Hammerskjölds Allé 27, 4. tv.
2100 København Ø
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