1. Repositório Institucional da Universidade Federal de Sergipe - RI/UFS
  2. PRODUÇÃO CIENTÍFICA
  3. DEC - Departamento de Engenharia Civil
  4. DEC - Artigos de periódicos
Use este identificador para citar ou linkar para este item: https://ri.ufs.br/jspui/handle/riufs/25518
Registro completo de metadados
Campo DCValorIdioma
dc.contributor.authorLeite, Rafaella Prado-
dc.contributor.authorCardoso, Rodrigo-
dc.contributor.authorCardoso Júnior, Carlos Rezende-
dc.contributor.authorCavalcante, Erinaldo Hilario-
dc.contributor.authorFreitas Neto, Osvaldo de-
dc.date.accessioned2026-07-13T18:14:23Z-
dc.date.available2026-07-13T18:14:23Z-
dc.date.issued2016-
dc.identifier.citationLEITE, R. P. et al. Lime stabilization of expansive soil from Sergipe - Brazil. E3S Web of Conferences, Les Ulis, v. 9, n. 14005, 2016. Disponível em: e3s-conferences.org/articles/e3sconf/abs/2016/04/e3sconf_eunsat2016_14005/e3sconf_eunsat2016_14005.html. Acesso em: 13 jul. 2026.pt_BR
dc.identifier.issn2267-1242-
dc.identifier.urihttps://ri.ufs.br/jspui/handle/riufs/25518-
dc.languageengpt_BR
dc.publisherEDP Sciencespt_BR
dc.relation.ispartofE3S Web of Conferencespt_BR
dc.subjectExpansive soilseng
dc.subjectChemical stabilizationeng
dc.subjectLimeeng
dc.titleLime stabilization of expansive soil from Sergipe - Brazilpt_BR
dc.typeArtigopt_BR
dc.identifier.licenseCreative Commons Atribuição 4.0 Internacional (CC BY 4.0)pt_BR
dc.description.resumoExpansive soils are characterized by volumetric changes caused by variations in moisture. They can cause several damages to civil constructions, especially to lightweight structures, including cracks and fissures. Chemical stabilization through addition of lime is one of the most effective techniques used to treat this type of soil. Due to cationic exchanges, lime can significantly reduce swell potential. This research studied a disturbed sample of expansive soil collected in Nossa Senhora do Socorro – Sergipe, Brazil, through the following laboratory tests: sieve and hydrometer tests, Atterberg Limits, compaction, free swell and swell pressure. All direct and indirect methods mentioned in this paper indicated that the natural soil presented high to very high degree of expansion, which reached approximately 20% of free swell and nearly 200 kPa of swell pressure. In order to evaluate the effect of lime, the same tests were conducted in soil-lime mixtures, using lime contents of 3%, 6% and 9%. The results confirmed the efficiency of lime stabilization. It was noted that, as lime content increased, there was reduction of clay fraction and increment of silt fraction; plasticity index decreased to nearly its half; compaction curve was displaced; and free swell and swell pressure reduced significantly.pt_BR
dc.description.localLes Ulispt_BR
dc.identifier.doihttps://doi.org/10.1051/e3sconf/20160914005-
Aparece nas coleções:DEC - Artigos de periódicos

Arquivos associados a este item:
Arquivo Descrição TamanhoFormato 
LimeStabilizationExpansiveSoilSergipe.pdf2,8 MBAdobe PDFThumbnail
Visualizar/Abrir
Mostrar registro simples do item Visualizar estatísticas


Os itens no repositório estão protegidos por copyright, com todos os direitos reservados, salvo quando é indicado o contrário.