The redevelopment of King's Cross Station in central London includes the construction of a new Northern Ticket Hall and tunnelled connections to existing infrastructure. These works are to be carried out beneath a congested site including Grade I and II listed buildings, and heavy rail and road traffic both above and below ground (three London Underground lines). Arup and Soldata were required to design and implement a monitoring solution that would assist with the management of the risks. A direct and unique contract from the client to the instrumentation specialist was set up in order to keep a tight control on the data quality, and to ensure an optimal distribution of the results. A real-time system, based on an automated total station network combined with standard monitoring methods (inclinometers, precise levelling, etc.), was chosen. The detailed design and optimisation of such a system involves estimating the precision based on site-specific information. Since installation on site, the site monitoring data have shown the adequacy of the design, with the estimated field precision easily attained, and in some cases well exceeded. The main conclusion is that, with adequate care, the design and implementation of a large monitoring system can lead to fruitful results that are reliable, rapid and accurate.
Article navigation
July 2005
Research Article|
July 01 2005
Ground movement monitoring at King's Cross Station, London Available to Purchase
Publisher: Emerald Publishing
Received:
March 01 2004
Accepted:
November 26 2004
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2005 Thomas Telford Ltd
2005
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2005) 158 (3): 125–133.
Article history
Received:
March 01 2004
Accepted:
November 26 2004
Citation
Beth M, Obre X (2005), "Ground movement monitoring at King's Cross Station, London". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 158 No. 3 pp. 125–133, doi: https://doi.org/10.1680/geng.2005.158.3.125
Download citation file:
Suggested Reading
Stability of the excavation face on a shield tunnel crossing beneath an existing tunnel
Geotechnical Research (March,2020)
Physical model simulation of surface subsidence under sub-critical condition
International Journal of Physical Modelling in Geotechnics (July,2018)
Estimating volume loss for open-face tunnels in London Clay
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (January,2007)
Volume loss experienced on open-face London Clay tunnels
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (January,2007)
Rock compressibility at the Wairakei–Tauhara geothermal field, New Zealand
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (April,2013)
Related Chapters
Ground and rock fragmentation – drilling and blasting
Civil Excavations and Tunnelling: A practical guide
Earth movers, excavators and open-cut excavations
Civil Excavations and Tunnelling: A practical guide
Raising, sinking and large subsurface excavations
Civil Excavations and Tunnelling: A practical guide
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
