Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/11392

TitleEvaluation of mechanical properties of unbound granular materials for pavements and rail tracks
Author(s)Correia, A. Gomes
KeywordsCyclic triaxial test
Stiffness
Permanent deformations
Modeling of unbound granular materials
Soils
Unbound granular materials
Rail tracks
Pavements
Capping layers
Pavement foundation
Issue date2004
PublisherMillpress
CitationCORREIA, A. Gomes ; LOIZOS, A., ed. lit. - “Geotechnics in pavement and railway design and construction : proceedings of the International Seminar on Geotechnics in Pavement and Railway Design and Construction, Athens, Greece, 2004”. Rotterdam : Millpress, cop. 2004. ISBN 90-5966-038-2. p. 35-60.
Abstract(s)This paper describe the experimental determination of the stress-strain properties, stiffness and permanent deformations under cyclic loading, mainly for compacted unbound granular materials in pavement and rail track structures. In particular the following aspects are described in detail: assessment in laboratory and in field of mechanical parameters for pavement design and construction, importance of effective stress analysis of unsaturated materials, design of pavement foundation taking into account non linear behaviour of unbound granular materials, classifications to ranking materials against mechanical performances and comparison of modulus obtained by different field tests.
TypeConference paper
URIhttp://hdl.handle.net/1822/11392
ISBN9059660382
Peer-Reviewedyes
AccessRestricted access (UMinho)
Appears in Collections:CEC-GEO - Comunicações a Conferências Internacionais

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