The Moorgate shaft at Crossrail Liverpool Street station is one of the deepest in London, UK. Construction of the base slab to the 42 m deep shaft required close collaboration between the client, designer, contractor and suppliers to give assurance that the slab was watertight. Dense reinforcement was detailed to ensure ease of fixing within the tight confines of the shaft and allow for the tolerance on the diaphragm walls. The concrete design was developed to ensure that it met the requirements for placing and structural strength while achieving good control on the temperature developed. The concrete mix was trialled for temperature development and initial set to allow relaxation of the original specification. The pour plan was developed with the co-operation of all the site teams to ensure appropriate contingency measures were in place. Temperature monitoring was carried out to ensure that mitigation measures could be applied to control placed concrete temperature against predetermined trigger levels.
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November 2015
Research Article|
August 18 2015
Delivering the Moorgate shaft base slab on Crossrail, UK
Adrian Douglas, Eur Ing, MEng, CEng, MICE;
Adrian Douglas, Eur Ing, MEng, CEng, MICE
Principal Engineer
Mott MacDonald Ltd, Croydon, UK
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Marcus Smith, BSc;
Marcus Smith, BSc
Construction Manager
Bam Nutall Kier joint venture, UK
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Jonathan Hunter, BEng, CEng, MICE
Jonathan Hunter, BEng, CEng, MICE
Site Manager
Crossrail Ltd, UK
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Publisher: Emerald Publishing
Received:
December 23 2014
Accepted:
April 23 2015
Online ISSN: 1751-7672
Print ISSN: 0965-089X
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Civil Engineering (2015) 168 (4): 159–169.
Article history
Received:
December 23 2014
Accepted:
April 23 2015
Citation
Douglas A, Smith M, Hunter J (2015), "Delivering the Moorgate shaft base slab on Crossrail, UK". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 168 No. 4 pp. 159–169, doi: https://doi.org/10.1680/cien.15.00003
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