The design, construction and monitoring of a 12 m deep basement for the Chapelfield Shopping Centre, Norwich, UK are reviewed. The extent to which data and reports from similar nearby construction projects allowed cost savings and reduced risks, particularly regarding solution features in the chalk, has been assessed. By having robust engineering solutions and contingency measures agreed at the start of construction, geotechnical works for the project were completed without delays or significant additional costs. Back-analysis has shown a good fit between actual performance and that predicted using the soil parameters chosen. Using hindsight, an assessment is made of whether all potential benefits from the prior knowledge of the performance of similar excavations in the area were realised.
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April 2010
Research Article|
April 01 2010
Design and performance of a basement in Norwich, UK
A. Bowden, MSc, CGeol;
A. Bowden, MSc, CGeol
Principal Engineering Geologist
Mouchel Ltd, Woking, UK
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A. Lees, PhD, CEng, MICE
A. Lees, PhD, CEng, MICE
Assistant Professor
Frederick University, Cyprus; Director, Geofem Ltd, Nicosia, Cyprus
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Publisher: Emerald Publishing
Revision Received:
April 15 2009
Accepted:
July 17 2009
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2010 Thomas Telford Ltd
2010
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2010) 163 (2): 55–64.
Article history
Revision Received:
April 15 2009
Accepted:
July 17 2009
Citation
Bowden A, Lees A (2010), "Design and performance of a basement in Norwich, UK". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 163 No. 2 pp. 55–64, doi: https://doi.org/10.1680/geng.2010.163.2.55
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