Measurement of temporary prop loads at Mayfair car park
Measurement of temporary prop loads at Mayfair car park
The construction of an underground car park in Park Lane, London using diaphragm walls has provided a further opportunity to investigate the development of loads in temporary props during construction of a braced excavation. Two transverse and two corner props in one half of the symmetrical excavation were monitored using vibrating wire strain gauges incorporating thermistors. The prop temperatures were also monitored independently using an additional set of thermistors attached directly onto the steel prop. The prop loads are presented both with and without correction for temperature effects and are compared with the design loads, which significantly under-estimated the effects of temperature on prop loads. The horizontal force parallel to the wall generated by the corner props is assessed and its implications for the design of waling systems are discussed.
excavation, thermal effects, diaphragm walls
165-174
Richards, D. J.
a58ea81e-443d-4dab-8d97-55d76a43d57e
Holmes, G.
f18dd955-76c1-4761-a0ae-dda09fbecf4e
Beadman, D.R.
92602a8c-2584-4210-be74-867d6cd5c6cd
July 1999
Richards, D. J.
a58ea81e-443d-4dab-8d97-55d76a43d57e
Holmes, G.
f18dd955-76c1-4761-a0ae-dda09fbecf4e
Beadman, D.R.
92602a8c-2584-4210-be74-867d6cd5c6cd
Richards, D. J., Holmes, G. and Beadman, D.R.
(1999)
Measurement of temporary prop loads at Mayfair car park.
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 137 (3), .
(doi:10.1680/gt.1999.370305).
Abstract
The construction of an underground car park in Park Lane, London using diaphragm walls has provided a further opportunity to investigate the development of loads in temporary props during construction of a braced excavation. Two transverse and two corner props in one half of the symmetrical excavation were monitored using vibrating wire strain gauges incorporating thermistors. The prop temperatures were also monitored independently using an additional set of thermistors attached directly onto the steel prop. The prop loads are presented both with and without correction for temperature effects and are compared with the design loads, which significantly under-estimated the effects of temperature on prop loads. The horizontal force parallel to the wall generated by the corner props is assessed and its implications for the design of waling systems are discussed.
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Published date: July 1999
Keywords:
excavation, thermal effects, diaphragm walls
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Local EPrints ID: 74159
URI: http://eprints.soton.ac.uk/id/eprint/74159
ISSN: 1353-2618
PURE UUID: ed99fe56-e061-437f-a90e-ae747c9d9c89
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Date deposited: 11 Mar 2010
Last modified: 13 Mar 2024 22:28
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Author:
G. Holmes
Author:
D.R. Beadman
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