The loads developed in tubular steel temporary props during the construction of the London Underground Jubilee Line Extension station at Canary Wharf were monitored using vibrating wire strain gauges. Prop temperatures were also measured to investigate the fluctuation of load with temperature. In this paper, the measured prop loads are related to temperature, the excavation process and certain construction details. They are then compared with the loads calculated using modified limit equilibrium calculations and a series of parametric finite-element analyses. Prop loads reasonably close to those measured can be calculated using either technique, but certain discrepancies between the two calculations in terms of the detail of the earth pressure distributions acting on the wall require further research.
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July 2000
Research Article|
July 01 2000
Measurement and analysis of temporary prop loads at Canary Wharf underground station, east London
M. Batten, BEng, PhD;
M. Batten, BEng, PhD
TPS Consult
Croydon
(formerly of the Department of Civil and Environmental Engineering, University of Southampton)
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W. Powrie, MA, MSc, PhD, CEng, FICE
W. Powrie, MA, MSc, PhD, CEng, FICE
Professor of Geotechnical Engineering
Department of Civil and Environmental Engineering, University of Southampton
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Publisher: Emerald Publishing
Received:
September 03 1999
Accepted:
March 14 2000
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2000 Thomas Telford Ltd
2000
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2000) 143 (3): 151–163.
Article history
Received:
September 03 1999
Accepted:
March 14 2000
Citation
Batten M, Powrie W (2000), "Measurement and analysis of temporary prop loads at Canary Wharf underground station, east London". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 143 No. 3 pp. 151–163, doi: https://doi.org/10.1680/geng.2000.143.3.151
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