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Bridges

Projekter Bridges

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, Bryggebroen

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

BridgesPile foundations

Copenhagen, Widening of ‘Urban Ring 3’

Review and reassessment of optimized retaining wall and anchor design for two road bridges. Contract 33.

Client: Danish Road Directorate, Ministry of Transport

Year: 2007

BridgesRoads and railways

Farø Bridge, Pile Foundations, Assessment of Group Effects

Analysis of the effects of interaction between piles witin a group. Pile groups SP6 and SP10.

Client: R&D Project

Year: 1982

BridgesFoundation designPile foundations

Mozambique, Limpopo River Bridge

Tender design of a new 490 m long multi span bridge at Guijá in Gaza Province. Assessment of geotechnical basis, design of piles for piers, abutments, temporary bridge support and casting yard, c ...

Client: MT Højgaard International

Year: 2004

BridgesDesign basisFoundation designPile foundationsRoads and railwaysSoil stabilisation

Odense, Bridge 20312, Ravnebjerggyden.

Consultant for Balslev A/S. Redesign of free wing walls to be anchored. Optimizing of anchor forces for wing walls with SPOOKS. Calculation principle where the walings are connected to the bridge ...

Client: Banedanmark

Year: 2014

BridgesRoads and railways

Storebælt - East Bridge, Sliding Tests Modelled by Finite Element Calculations

Large scale model tests to estimate sliding resistance of remoulded clay till and corresponding verification by computer simulations.

Client: A/S Storebæltsforbindelsen

Year: 1991

BridgesFoundation design

Storebælt, East Bridge, Pier Footings in Torsion

Computer simulation of bearing capacity of pier footings in torsion.

Client: A/S Storebæltsforbindelsen

Year: 1990

BridgesFoundation design

Storebælt, Impact Effects on Bridge Piers

Assessment of the displacements of pier footings exposed to ship impact.

Client: A/S Storebæltsforbindelsen

Year: 1990

BridgesFoundation design

Storebælt, Shear Transfer Through Gravel Wedge to Clay Interface

Finite element simulations of failure modes in a gravel wedge placed on remoulded clay as foundation for an anchor block construction for the East Bridge of Storebælt Link.

Client: A/S Storebæltsforbindelsen

Year: 1992

BridgesFoundation design
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Frands Haahr ApS
Frands Haahr ApS
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