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Assessment of settlements

Projekter Assessment of settlements Side 7

Vamdrup – Vojens, Extension of railway track

Consultant for GMCB. Review of various proposals for a new railway embankment crossing very soft peat and gyttja deposits at four locations. Reinforced soil embankment (geotextile) supported by co ...

Client: Railnet Denmark

Year: 2011

Assessment of settlementsRoads and railwaysSlope stabilitySoil stabilisation

Vietnam, Hoang Thach 3 Cement Plant

Evaluation of soil conditions and likely foundations for a new production line. Planning and supervision of supplementary soil investigations. Responsible for design of laterally loaded pile group ...

Client: FL Smidth A/S

Years: 2006 - 2008

Assessment of settlementsCement plantsFoundation designGeotechnical surveysInternational geotechnical workPile foundations

Vietnam, Rice Mills in the Mekong Delta Area

Technical support and advice to ‘Kammeradvokaten’ on technical matters relating to preparation and implementation of an arbitration case, for an expert appraisal, which will be submitted to th ...

Client: Danish Ministry of Foreign Affairs (Danida)

Years: 2003 - 2004

Assessment of settlementsExpert appraisalsInternational geotechnical work

Vietnam, Rice Mills in the Mekong Delta Area

Danish Ministry of Foreign Affairs (Danida).

Client: Danish Ministry of Foreign Affairs (Danida)

Years: 2001 - 2002

Assessment of settlementsGeotechnical surveysInternational geotechnical workSupervision

YME, Bottom Fixity of "Maersk Giant"

Recalculation of penetration and moment fixity for the spud can-skirts of "Maersk Giant" operating at Block9/2, Norway in order to evaluate material coefficients.

Client: Maersk Drilling, Copenhagen

Year: 1995

Assessment of settlementsOil industry

YME, Hydraulic Flow Analysis for "Maersk Giant"

Hydraulic flow analysis (FE analyses) within the spud can skirts of "Maersk Giant" in order to evaluate piping risk.

Client: Maersk Drilling, Copenhagen

Year: 1995

Assessment of settlementsFoundation designRisk assessment

Ørestad, Fields 2

Responsible for definition of load-displacement curves based on CAPWAP-measurements of D1200mm bored piles with the toe in limestone. Optimized bearing capacity analysis and deformation assessment ...

Client: Steen & Strøm Denmark A/S

Year: 2013

Assessment of settlementsFoundation designPile foundations
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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
info@frands-haahr.com 22 57 29 44
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