Terminal 2B at Heathrow Airport in London was the largest airside construction project ever undertaken at the UK’s biggest airport. Completed in 2014, it is the first of a series of satellite piers planned for the new Terminal 2 building. Likened to an iceberg, there is far more to the pier underground than above, with large spaces for passenger circulation, baggage handling and a future tracked transit system. The paper describes the design and construction challenges of quickly and safely creating such a large basement structure in a live airport environment. The work involved building a 2 km diaphragm wall, the longest in Europe, and extensive use of temporary ground anchors to free up construction space. This and other design efficiencies led to substantial savings in excavation and materials, helping to ensure the project was delivered within programme and budget.
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1 August 2017
Research Article|
January 19 2017
Heathrow Terminal 2B: delivering the biggest airside basement at Britain’s largest airport
Haresh Shanghavi, MSc, CEng, FICE;
Haresh Shanghavi, MSc, CEng, FICE
Project Director
Mott MacDonald, Croydon, UK
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James Straw, MEng, CEng, MICE;
James Straw, MEng, CEng, MICE
Senior Civil Engineer
Mott MacDonald, Croydon, UK
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Rohit Patel, BSc, CEng, FICE, FIStructE;
Rohit Patel, BSc, CEng, FICE, FIStructE
Formerly Engineering & Quality Director, now Senior Design Manager
Balfour Beatty UK
DAR Group, Dubai, UAE
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Derek Winsor, BSc, CEng, PE, FICE, FIStructE
Derek Winsor, BSc, CEng, PE, FICE, FIStructE
Divisional Director
Mott MacDonald, Croydon, UK
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Publisher: Emerald Publishing
Received:
March 27 2016
Accepted:
December 16 2016
Online ISSN: 1751-7672
Print ISSN: 0965-089X
ICE Publishing: All rights reserved
2017
Proceedings of the Institution of Civil Engineers - Civil Engineering (2017) 170 (3): 121–126.
Article history
Received:
March 27 2016
Accepted:
December 16 2016
Citation
Shanghavi H, Straw J, Patel R, Winsor D (2017), "Heathrow Terminal 2B: delivering the biggest airside basement at Britain’s largest airport". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 170 No. 3 pp. 121–126, doi: https://doi.org/10.1680/jcien.16.00017
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