Resilient behaviour of non standard unbound granular materials

doi:10.3166/rmpd.10.287-312

Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/10847

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Campo DC	Valor	Idioma
dc.contributor.author	Caicedo, Bernardo	-
dc.contributor.author	Coronado, Octavio	-
dc.contributor.author	Fleureau, Jean-Marie	-
dc.contributor.author	Correia, A. Gomes	-
dc.date.accessioned	2010-09-09T10:18:38Z	-
dc.date.available	2010-09-09T10:18:38Z	-
dc.date.issued	2009-04	-
dc.identifier.citation	“Road Materials and Pavement Design”. ISSN 1468-0629. 10:2 (Apr. 2009) 287-312.	por
dc.identifier.isbn	1468-0629	-
dc.identifier.issn	1468-0629	por
dc.identifier.uri	https://hdl.handle.net/1822/10847	-
dc.description.abstract	The results of experimental work on three non-standard granular materials used in road construction are presented. Small strain precision triaxial tests under cyclic loading and wetting tests were performed on all samples. The materials’ state parameters studied included: Los Angeles abrasion coefficient, Plasticity Index, and fines content above allowed limits. The influence of each parameter and the influence of water content were studied. This work emphasizes the role of negative pore water pressure for interpretation of results. A method to take into account both the effects of total stresses and negative pressure is proposed within a perspective of a more rational design of pavement layers.	por
dc.description.sponsorship	Total, Consulpav – Consulting Engineering for Pavement and Materials	por
dc.language.iso	eng	por
dc.publisher	Éditions Lavoisier	por
dc.rights	openAccess	por
dc.subject	Suction	por
dc.subject	Unsaturated Unbound Materials	por
dc.subject	Resilent Modulus	por
dc.subject	Non-standard Road Materials	por
dc.subject	Unsaturated unbound materials, Resilient Modulus, Non-standard Road Materials	por
dc.subject	Resilient modulus	por
dc.title	Resilient behaviour of non standard unbound granular materials	por
dc.type	article	por
dc.peerreviewed	yes	por
oaire.citationStartPage	287	por
oaire.citationEndPage	312	por
oaire.citationIssue	2	por
oaire.citationVolume	10	por
dc.identifier.doi	10.3166/rmpd.10.287-312	por
dc.subject.wos	Science & Technology	por
sdum.journal	Road Materials and Pavement Design	por
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