The redevelopment of London Underground's King's Cross St Pancras Station in central London is being carried out to increase capacity from the current 55 000 passengers per hour during the morning peak to an anticipated 82 000, following the construction of the adjacent Channel Tunnel Rail Link (CTRL) terminus. The work will be undertaken in two phases: phase I works, currently nearing completion, which comprises a new western ticket hall and upgrade of the existing tube ticket hall; and phase II, which will comprise a new northern ticket hall and tunnelled links between the existing underground stations. This paper reviews the considerable amount of geotechnical work carried out for the project and will focus principally on three key areas: (a) developing an understanding of the potential hazards related to the stratigraphy of the site; (b) the use of advanced numerical methods; and (c) the role of instrumentation and monitoring within the design and risk management process.
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November 2004
Research Article|
November 01 2004
King's Cross underground station, London: geotechnical aspects
S. R. Macklin, MSc, CEng, CGeol, FGS, MIMM;
S. R. Macklin, MSc, CEng, CGeol, FGS, MIMM
Senior Tunnelling Engineer
Arup, London, UK
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H. C. Yeow, PhD, CEng, MICE
H. C. Yeow, PhD, CEng, MICE
Arup, London, UK
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Publisher: Emerald Publishing
Received:
October 23 2003
Accepted:
May 13 2004
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Transport (2004) 157 (4): 221–229.
Article history
Received:
October 23 2003
Accepted:
May 13 2004
Citation
Macklin SR, Yeow HC (2004), "King's Cross underground station, London: geotechnical aspects". Proceedings of the Institution of Civil Engineers - Transport, Vol. 157 No. 4 pp. 221–229, doi: https://doi.org/10.1680/tran.2004.157.4.221
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