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Reuse of Waste Foundry Sand Mixed with Lateritic Clayey Soils in Pavement Bases and Sub-bases Courses

dc.contributor.authorGutierrez Klinsky, Luis Miguel
dc.contributor.authorPessa Fabbri, Glauco Tulio
dc.contributor.authorSantos Bardini, Vivian Silveira dos [UNESP]
dc.contributor.authorCanestrari, F.
dc.contributor.authorPartl, M. N.
dc.contributor.editorFrancesco Canestrari, Manfred N. Partl
dc.contributor.institutionCCR
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2018-11-26T15:30:50Z
dc.date.available2018-11-26T15:30:50Z
dc.date.issued2016-01-01
dc.description.abstractThis paper evaluated the reuse of WFS mixed with lateritic clayey soils in pavements sub-bases and bases. Two lateritic clayey soils and one chemically bonded WFS were used in this study. A laboratory program was conducted on mixtures of lateritic clayey soils and WFS. Atterberg Limits, Particle Size Distribution, mini-CBR, CBR, hydraulic conductivity and Cyclic Triaxial Tests were used to assess mechanical properties of soil-sand mixtures. Environmental test was performed to determine leaching potential of the WFS. The results showed that soil-sand mixtures containing WFS have mechanical properties similar to the materials commonly used in bases and sub-bases courses.en
dc.description.affiliationCCR, Highways Res Ctr, Presidente Dutra Rd Km 184-3, Santa Isabel, SP, Brazil
dc.description.affiliationUniv Sao Paulo, Dept Transportat, Av Trabalhador Saocarlense 400, Sao Carlos, SP, Brazil
dc.description.affiliationState Univ Sao Paulo, Dept Environm Engn, Presidente Dutra Rd Km 138-5, Sao Jose Dos Campos, Brazil
dc.description.affiliationUnespState Univ Sao Paulo, Dept Environm Engn, Presidente Dutra Rd Km 138-5, Sao Jose Dos Campos, Brazil
dc.format.extent569-582
dc.identifierhttp://dx.doi.org/10.1007/978-94-017-7342-3_46
dc.identifier.citation8th Rilem International Symposium On Testing And Characterization Of Sustainable And Innovative Bituminous Materials. Dordrecht: Springer, v. 11, p. 569-582, 2016.
dc.identifier.dimensionspub.1022892590
dc.identifier.doi10.1007/978-94-017-7342-3_46
dc.identifier.isbn978-94-017-7341-6
dc.identifier.isbn978-94-017-7342-3
dc.identifier.issn2211-0844
dc.identifier.issn2211-0852
dc.identifier.orcid0000-0002-2052-9951
dc.identifier.orcid0000-0002-9262-3023
dc.identifier.urihttp://hdl.handle.net/11449/159029
dc.identifier.wosWOS:000381366300046
dc.language.isoeng
dc.publisherSpringer
dc.publisherSpringer Nature
dc.relation.ispartof8th Rilem International Symposium On Testing And Characterization Of Sustainable And Innovative Bituminous Materials
dc.rights.accessRightsAcesso abertopt
dc.sourceWeb of Science
dc.sourceDimensions
dc.subjectWaste foundry sand
dc.subjectSoil stabilization
dc.subjectBase and Sub-base courses
dc.subjectCBR
dc.subjectResilient modulus
dc.titleReuse of Waste Foundry Sand Mixed with Lateritic Clayey Soils in Pavement Bases and Sub-bases Coursesen
dc.typeTrabalho apresentado em eventopt
dcterms.licensehttp://www.springer.com/open+access/authors+rights?SGWID=0-176704-12-683201-0
dcterms.rightsHolderSpringer
dspace.entity.typePublication
relation.isOrgUnitOfPublicationc73b286a-b5fa-4312-a7ec-62f987e7b514
relation.isOrgUnitOfPublication.latestForDiscoveryc73b286a-b5fa-4312-a7ec-62f987e7b514
unesp.campusUniversidade Estadual Paulista (UNESP), Instituto de Ciência e Tecnologia, São José dos Campospt

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