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Please use this identifier to cite or link to this item: http://repositorio.ufla.br/jspui/handle/1/14405

???metadata.dc.creator???: Fernandes, Dalila C. M.
Machado, Carlos C.
Lima, Dario C.
Jucksch, I.
Pereira, Reginaldo S.
Keywords: Forest road, soil-tar mixtures, Eucalyptus wood, CBR
Publisher: CERNE
???metadata.dc.date???: 25-Sep-2015
Other Identifiers: http://www.cerne.ufla.br/site/index.php/CERNE/article/view/461
Description: The purpose of this study was to analyze the engineering behavior of the soil-tar mixtures considering their application in forest road. The laboratory-testing program encompassed characterization and California bearing ratio (CBR) tests performed on soils and soil-tar mixtures. Three representative soil samples from the Viçosa, Minas Gerais State, Brazil, and tar contents of 0,25; 0,5; 1; 2; 4 and 6% in terms of dry soil mass were considered throughout the study. All the samples were compacted at the Standard AASHTO compaction effort. Data support that: (i) addition of tar contributed to improve the mechanical engineering response of the tested soils, for some treatments, in comparison with the plain soils; (ii) curing time influences the mechanical response of the soil-tar mixtures; (iii) although it was observed mechanical improvement of the soil-tar mixtures comparing to the plain soils, it was not reached the Brazilian National Road Engineering Office (DNER) minimal stability requirements for sub-base layers of flexible pavements.
???metadata.dc.language???: por
Appears in Collections:CERNE

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