The new Queensferry Crossing near Edinburgh in Scotland, UK, is a cable-stayed bridge with a total length of 2637·5 m and three towers up to 210 m high. The two cable-supported main spans are 650 m long, the two back spans are 223 m long and there are approach viaducts at each end, with variable spans up to 104 m. The two cable planes are arranged centrally between both carriageways and overlap in the centre of the main spans. This special feature is necessary in order to stabilise the deck and, especially, the central tower. Unique design features such as the world's longest pair of free-standing cantilevers with an overall length of 644 m and constructing the works in an exposed location experiencing adverse weather conditions put very high demands on the engineers and workers involved. This paper describes the design and construction of the substructures compromising three towers, hold-down piers, approach piers and abutments.
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June 2019
Research Article|
July 16 2018
Queensferry Crossing, UK: towers, piers and abutments – design and construction
Martin Romberg;
Martin Romberg
Leonhardt, Andrä und Partner, Stuttgart, Germany (corresponding author: martin.romberg@lap-consult.com)
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Jaime Wilson Castro;
Jaime Wilson Castro
Hochtief Solutions AG, Essen, Germany
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Anne Moloney;
Anne Moloney
Ramboll Group A/S, Copenhagen, Denmark
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Neil Robinson;
Neil Robinson
Morrison Construction, Edinburgh, Scotland
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Mel Wheeler
Mel Wheeler
Arup, Edinburgh, Scotland
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Publisher: Emerald Publishing
Received:
February 23 2018
Accepted:
May 10 2018
Online ISSN: 1751-7664
Print ISSN: 1478-4637
ICE Publishing: All rights reserved
2018
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2019) 172 (2): 126–134.
Article history
Received:
February 23 2018
Accepted:
May 10 2018
Citation
Romberg M, Brunton K, Castro JW, Moloney A, Robinson N, Wheeler M (2019), "Queensferry Crossing, UK: towers, piers and abutments – design and construction". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 172 No. 2 pp. 126–134, doi: https://doi.org/10.1680/jbren.18.00015
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