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

dc.contributorCCR
dc.contributorUniversidade de São Paulo (USP)
dc.contributorUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2018-11-26T15:30:50Z
dc.date.available2018-11-26T15:30:50Z
dc.date.created2018-11-26T15:30:50Z
dc.date.issued2016-01-01
dc.identifier8th Rilem International Symposium On Testing And Characterization Of Sustainable And Innovative Bituminous Materials. Dordrecht: Springer, v. 11, p. 569-582, 2016.
dc.identifier2211-0844
dc.identifierhttp://hdl.handle.net/11449/159029
dc.identifier10.1007/978-94-017-7342-3_46
dc.identifierWOS:000381366300046
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.
dc.languageeng
dc.publisherSpringer
dc.relation8th Rilem International Symposium On Testing And Characterization Of Sustainable And Innovative Bituminous Materials
dc.rightsAcesso aberto
dc.sourceWeb of Science
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 Courses
dc.typeActas de congresos


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