Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/13916

TítuloA study of the fatigue properties of grouted macadams
Autor(es)Oliveira, Joel
Pais, Jorge C.
Thom, N. H.
Zoorob, S.
Palavras-chaveGrouted macadams
Failure criterion
Fatigue
Rest periods
4-point bending
2-point bending
Data2007
EditoraUniversity of Mississippi
RevistaInternational Journal of Pavements
Resumo(s)Grouted macadams can be seen as semi-flexible materials. Their behavior is still not well understood. This paper presents a series of laboratory tests, carried out at the University of Nottingham, with the goal of contributing to a better understanding of the fatigue performance of such materials. Two types of fatigue tests were used in this investigation (2- and 4-point bending tests), and the results obtained for the grouted macadam mixture are compared with those obtained for a conventional asphalt mixture in the United Kingdom. Rest periods between load applications were varied in another series of 4-point bending fatigue tests, with the aim of determining a shift factor for grouted macadam fatigue characteristics, in order to use the laboratory determined results in the design of pavements incorporating grouted macadam mixtures. The analysis of the results obtained during this investigation has shown that the traditional failure criterion used in fatigue tests may not properly represent the fatigue life of grouted macadams.
TipoArtigo
URIhttps://hdl.handle.net/1822/13916
ISSN1676-2797
Arbitragem científicayes
AcessoAcesso restrito UMinho
Aparece nas coleções:C-TAC - Artigos em Revistas Internacionais

Ficheiros deste registo:
Ficheiro Descrição TamanhoFormato 
Ri-11_A Study of The Fatigue Properties of Grouted Macadams.pdf
Acesso restrito!
artigo1,64 MBAdobe PDFVer/Abrir

Partilhe no FacebookPartilhe no TwitterPartilhe no DeliciousPartilhe no LinkedInPartilhe no DiggAdicionar ao Google BookmarksPartilhe no MySpacePartilhe no Orkut
Exporte no formato BibTex mendeley Exporte no formato Endnote Adicione ao seu ORCID