Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/12698

TitleThe effects of subgrade clay condition on the structural behaviour of road pavements
Author(s)Dawson, A. R.
Correia, A. Gomes
KeywordsDeflection of pavements
Soil-water conditions
Compacted soil
Repeated load
Triaxial test
Stress-strain model
Issue date1996
PublisherCRC Press/Balkema
CitationFlexible Pavements, Gomes Correia (ed.) © 1996 Balkema, Rotterdam. ISBN 9054105232
Abstract(s)This study examines deflections of a pavement under construction and the effects on it of the deformability of clays for different soil-water conditions. This analysis is based on a simple layered elastic analysis using a stress-strain model applicable for saturated and unsaturated conditions, established from the results of repeated load triaxial testing. Analysis of data from repeated load triaxial tests carried out on recompacted soils has enabled a new model to be developed. A simple plasticity-related version is presented for routine use.
TypeConference paper
URIhttp://hdl.handle.net/1822/12698
Peer-Reviewedyes
AccessOpen access
Appears in Collections:CEC-GEO - Comunicações a Conferências Internacionais

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