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Mechanical behaviour of UGM for portuguese conditions

dc.contributor.authorLuzia, Rosa
dc.contributor.authorSantos, Luís Picado
dc.date.accessioned2015-07-13T15:47:50Z
dc.date.available2015-07-13T15:47:50Z
dc.date.issued2007
dc.description.abstractCoarse aggregate is widely used in the unbound granular layers (UGM) of roads, in particular as granular sub-base and base. However, although various studies have been conducted on these materials, their mechanical behaviour has not been yet properly characterized, in Portuguese conditions. This has special importance for Portuguese pavement technology. In the attempt of contributing for a better knowledge of that behaviour, an experimental work was undertaken to access the structural performance and to establish behaviour models for crushed materials coming from different lithologies, namely limestone and granite, susceptible of being used as UGM. This paper describes the principal results obtained from this work pointing out the main directions that can be extracted from it, in terms of the global behaviour of a road pavement.por
dc.identifier.citationLUZIA, R. C.; PICADO-SANTOS, L. (2007) - Mechanical behaviour of UGM for portuguese conditions. In International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials, Atenas, 20 - 22 Junho. [S.l. : s.n.] p. 1-9por
dc.identifier.urihttp://hdl.handle.net/10400.11/2890
dc.language.isoengpor
dc.peerreviewedyespor
dc.subjectBehaviour modelspor
dc.subjectCyclic tri-axial testpor
dc.subjectGranular layerspor
dc.subjectPavementpor
dc.subjectUGMpor
dc.titleMechanical behaviour of UGM for portuguese conditionspor
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceAtenaspor
oaire.citation.titleInternational Conference on Advanced Characterisation of Pavement and Soil Engineering Materialspor
person.familyNameLuzia
person.givenNameRosa
person.identifier.ciencia-id1211-4744-225F
person.identifier.orcid0000-0003-4489-9241
person.identifier.scopus-author-id55522898200
rcaap.rightsopenAccesspor
rcaap.typeconferenceObjectpor
relation.isAuthorOfPublicationea865cc4-39a1-4d60-bdc8-4dc01b0e851f
relation.isAuthorOfPublication.latestForDiscoveryea865cc4-39a1-4d60-bdc8-4dc01b0e851f

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