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Report 433 Performance under cyclic loading of the foundations of integral bridges
Publication Year
2000
Document Status
Current
Abstract
Reviews available data on monotonic and low frequency cyclic loading of both granular and cohesive soils and identifies the more important parameters appropriate to foundation design. The findings will assist designers in assessing the suitability of different soils for integral bridge foundations.
Author
Carder, D. R. and Hayes, J. P.
Publisher Information
Transport Research Laboratory
The Transport Research Laboratory (TRL) is an internationally recognised organisation providing research, consultancy, testing and certification for all aspects of transport.
Crowthorne House
Nine Mile Ride
Wokingham
TRL
UK
Website: http://www.trl.co.uk/
Email: enquiries@trl.co.uk
Tel: 01344 773131
