Soil stabilization with lime for reservoir shoreline erosion control

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dc.contributor.advisor-co1Angelim, Renato Resende
dc.contributor.advisor-co1Latteshttp://lattes.cnpq.br/9831984428217477pt_BR
dc.contributor.advisor1Mascarenha, Márcia Maria dos Anjos
dc.contributor.advisor1Latteshttp://lattes.cnpq.br/5184066802578105pt_BR
dc.contributor.referee1Mascarenha, Márcia Maria dos Anjos
dc.contributor.referee2Rezende, Lilian Ribeiro de
dc.contributor.referee3Carvalho, José Camapum de
dc.creatorVilhena, Ricardo Moreira
dc.creator.Latteshttp://lattes.cnpq.br/5838742485740278pt_BR
dc.date.accessioned2022-09-12T15:29:01Z
dc.date.available2022-09-12T15:29:01Z
dc.date.issued2019-06-27
dc.description.abstractO autor não apresentou resumo em outra língua.por
dc.description.provenanceSubmitted by Marlene Santos (marlene.bc.ufg@gmail.com) on 2022-09-09T21:08:31Z No. of bitstreams: 2 Dissertação - Ricardo Moreira Vilhena - 2019.pdf: 9553000 bytes, checksum: 3392d21e89184137e63c2ada7ee7c4bf (MD5) license_rdf: 805 bytes, checksum: 4460e5956bc1d1639be9ae6146a50347 (MD5)en
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dc.description.resumoThis paper aims to evaluate the efficiency of the soil-lime stabilization technique for reservoir shores based on experimental erodibility research on residual soils (lateritic and non-lateritic). The sampling was realized on local site close to Itumbiara Dam, Brazilian hydropower, detected by GIS-based wave fetch model and satellite imagery. Soil samples were deeply analyzed by geotechnical and chemical laboratory procedures for characterization. Treatment proceeded by spraying hydrated lime in slurry form over lateritic soils by a lime solution of 1, 2 and 4% of lime solution at curing time of 1, 7, 28 and 56 days, through air-dry and moisture room storing. Microstructural and chemical analyses and erodibility tests (Inderbitzen test and wave flume test) were made. Results showed a superficial ground crust of carbonate calcium generates by carbonation of lime, rather than fully stabilize the soil.pt_BR
dc.description.sponsorshipOutropt_BR
dc.identifier.citationVILHENA, R. M. Soil stabilization with lime for reservoir shoreline erosion control. 2019. 134 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2019.pt_BR
dc.identifier.urihttp://repositorio.bc.ufg.br/tede/handle/tede/12318
dc.languageengpt_BR
dc.publisherUniversidade Federal de Goiáspt_BR
dc.publisher.countryBrasilpt_BR
dc.publisher.departmentEscola de Engenharia Civil e Ambiental - EECA (RG)pt_BR
dc.publisher.initialsUFGpt_BR
dc.publisher.programPrograma de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC)pt_BR
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectErodibility testeng
dc.subjectReservoir shoreline erosioneng
dc.subjectTeste de erodibilidadepor
dc.subjectErosões de reservatóriospor
dc.subject.cnpqENGENHARIAS::ENGENHARIA CIVIL::GEOTECNICApt_BR
dc.titleSoil stabilization with lime for reservoir shoreline erosion controlpt_BR
dc.title.alternativeEstabilização do solo com cal para controle de erosão em margens de reservatóriospor
dc.typeDissertaçãopt_BR

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Mestrado em Geotecnia, Estruturas e Construção Civil (EECA)