The Dubai Metro light rail scheme is a flagship project in the United Arab Emirates which is currently one of the largest civil engineering projects under construction and, when completed, will be the longest fully automated rail system in the world. The first section of the rail system is due to be opened in September 2009. This paper describes the scheme outline and contractual set-up for the viaduct design and discusses the design and construction of the viaduct substructure. In particular, the design methodologies used for the piled foundations, single reinforced concrete columns and prestressed concrete pier heads are discussed as well as the design of elastomeric bearings that were used extensively for most of the viaduct spans. Seismic loading governed the design of many of the foundations and the seismic analysis and design methodology adopted is discussed, together with specific reinforcement detailing requirements. Rail–structure interaction analysis and design is also covered. Other critical design issues resolved included the fatigue performance of cranked reinforcement and the treatment of the onerous construction loading from overhead gantries used to erect the precast deck segments.
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June 2009
Research Article|
June 01 2009
Design of the Dubai Metro light rail viaducts—substructure
D. A. Smith, CEng, MICE;
D. A. Smith, CEng, MICE
Group Manager—Special Structures
Atkins, Epsom, Surrey, UK
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C. R. Hendy, MA(Cantab), CEng, FICE
C. R. Hendy, MA(Cantab), CEng, FICE
Head of Bridge Design and Technology
Atkins, Epsom, Surrey, UK
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Publisher: Emerald Publishing
Received:
February 15 2009
Accepted:
March 06 2009
Online ISSN: 1751-7664
Print ISSN: 1478-4637
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2009) 162 (2): 63–74.
Article history
Received:
February 15 2009
Accepted:
March 06 2009
Citation
Smith DA, Hendy CR (2009), "Design of the Dubai Metro light rail viaducts—substructure". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 162 No. 2 pp. 63–74, doi: https://doi.org/10.1680/bren.2009.162.2.63
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