The Shard is a 310 m high mixed-use tower, built next to the masonry arches that support London Bridge railway station in central London. Ground movements have occurred because of the demolition of the 26 storey tower that previously occupied the site, the excavation of a three storey basement, and the construction of the new building. These ground movements have led to axial and rotational strains in the masonry arches. Enabling works for the Shard in the vicinity have also caused arch movements. Initial assessments of the effects of movement on the arches, including the likelihood of cracking, were carried out using charts published by Boscardin and Cording. However the arches at London Bridge consistently performed better than predicted. This paper presents the results from the Shard project, and discusses possible reasons for the difference from Boscardin and Cording's findings.
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September 2012
Research Article|
September 01 2012
The Shard, London, UK: response of arches to ground movements
John Parker, MA, CEng, MICE, MIStructE;
John Parker, MA, CEng, MICE, MIStructE
1
Technical Director, WSP Property and Development, WSP House, London, UK
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Matthew Sharratt, MSc;
Matthew Sharratt, MSc
2
Technical Director, WSP Environmental, WSP House, London, UK
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John Richmond, MSc, FGS
John Richmond, MSc, FGS
3
Principal Engineer, WSP Environmental, WSP House, London, UK
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Publisher: Emerald Publishing
Received:
March 25 2011
Accepted:
October 03 2011
Online ISSN: 1751-7664
Print ISSN: 1478-4637
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2012) 165 (3): 185–194.
Article history
Received:
March 25 2011
Accepted:
October 03 2011
Citation
Parker J, Sharratt M, Richmond J (2012), "The Shard, London, UK: response of arches to ground movements". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 165 No. 3 pp. 185–194, doi: https://doi.org/10.1680/bren.11.00017
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