The paper discusses four traditional, soft ground, shaft-sinking techniques, namely: underpinning in free air; dry and wet open caisson-sinking; pneumatic caisson-sinking; and underpinning in compressed air. Each technique has been developed to suit a range of ground conditions that can be categorised by strength, stability and the influence of groundwater. Selecting the most advantageous sinking technique to mitigate design and construction risk must be based upon the results of a project-specific, comprehensive, ground investigation and infrastructure survey. Guidance is given on a suitable shaft borehole configuration and ground investigation content both in the field and the laboratory. Recently there has been a greater emphasis on reducing the risk to the workforce from falling objects by minimising man entry in shafts of 6 m diameter or less during shaft sinking. This favours open caisson-sinking, which allows the caisson lining to be erected as a surface activity and the caisson floor to be excavated using surface-mounted excavation equipment.
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February 2015
Research Article|
February 01 2015
Overview of underpinning and caisson shaft-sinking techniques Available to Purchase
Douglas Allenby, BSc(Hons), PhD, CEng, FICE, FIMechE, FGS;
Douglas Allenby, BSc(Hons), PhD, CEng, FICE, FIMechE, FGS
Chief Tunnelling Engineer
BAM Nuttall Limited, Camberley, UK
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David Kilburn, BSc(Hons), CEng, MICE
David Kilburn, BSc(Hons), CEng, MICE
Temporary Works Co-ordinator
Forth Crossing Bridge Constructors, Rosyth, Scotland; formerly Senior Design Engineer, BAM Nuttall Limited, Kilsyth, Scotland
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Publisher: Emerald Publishing
Revision Received:
April 10 2014
Accepted:
June 18 2014
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2015) 168 (1): 3–15.
Article history
Revision Received:
April 10 2014
Accepted:
June 18 2014
Citation
Allenby D, Kilburn D (2015), "Overview of underpinning and caisson shaft-sinking techniques". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 168 No. 1 pp. 3–15, doi: https://doi.org/10.1680/geng.13.00117
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