Industrial solid waste (whitewash mud) use in forest road pavements

Detalhes bibliográficos
Autor(a) principal: Machado, Carlos Cardoso
Data de Publicação: 2004
Outros Autores: Pereira, Reginaldo Sérgio, Lima, Dario Cardoso de, Portugal, Carla Ribeiro Machado e, Pires, José Maurício Machado, Vieira, Gersonito da Silva
Tipo de documento: Artigo
Idioma: eng
Título da fonte: LOCUS Repositório Institucional da UFV
Texto Completo: http://dx.doi.org/10.1590/S0100-67622004000400008
http://www.locus.ufv.br/handle/123456789/15226
Resumo: O objetivo do presente estudo foi avaliar os efeitos do resíduo sólido industrial (lama-de-cal) nas propriedades geotécnicas de amostras de solo da região de Alagoinhas, BA, Brasil. Das sete amostras coletadas, apenas duas foram selecionadas, por apresentar maior potencial geotécnico. Utilizaram-se ensaios de caracterização, CBR e permeabilidade, cujos resultados indicaram que a amostra de solo denominada good gravel quando estabilizada com lama-de-cal, na dosagem de 20 e 25%, foi a mais promissora.
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spelling Machado, Carlos CardosoPereira, Reginaldo SérgioLima, Dario Cardoso dePortugal, Carla Ribeiro Machado ePires, José Maurício MachadoVieira, Gersonito da Silva2017-12-15T11:32:14Z2017-12-15T11:32:14Z2004-08-101806-9088http://dx.doi.org/10.1590/S0100-67622004000400008http://www.locus.ufv.br/handle/123456789/15226O objetivo do presente estudo foi avaliar os efeitos do resíduo sólido industrial (lama-de-cal) nas propriedades geotécnicas de amostras de solo da região de Alagoinhas, BA, Brasil. Das sete amostras coletadas, apenas duas foram selecionadas, por apresentar maior potencial geotécnico. Utilizaram-se ensaios de caracterização, CBR e permeabilidade, cujos resultados indicaram que a amostra de solo denominada good gravel quando estabilizada com lama-de-cal, na dosagem de 20 e 25%, foi a mais promissora.The objective of the present study was to evaluate the effects of industrial solid waste (whitewash mud) on geotechnical properties considering the following engineering parameters: California Bearing Ratio (CBR), Atterberg limits and Permeability test. Seven soil samples derived from Alagoinhas, Bahia - Brazil, were classified by the Transportation Research Board (TRB) system. Two were selected as having a great geotecnical potential classified as A-3 (0) and A-2-4 (0), whitewash mud contents 10%, 15%, 20% and 25% dry weight and medium compaction effort were studied in the laboratory testing program. The results indicated the soil denominated good gravel as being the most promising one, when stabilized with whitewash mud, reaching the best results with the dosage of 20 and 25% of whitewash mud.engRevista Árvorev. 28, n. 4, p. 547-551, Jul./Ago. 2004Forest roadIndustrial solid wasteWhitewash mudSoil stabilizationIndustrial solid waste (whitewash mud) use in forest road pavementsinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfinfo:eu-repo/semantics/openAccessreponame:LOCUS Repositório Institucional da UFVinstname:Universidade Federal de Viçosa (UFV)instacron:UFVORIGINAL22603.pdf22603.pdftexto completoapplication/pdf353909https://locus.ufv.br//bitstream/123456789/15226/1/22603.pdfba6a874a7832d5b1bec71ca750e12cb3MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://locus.ufv.br//bitstream/123456789/15226/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD52THUMBNAIL22603.pdf.jpg22603.pdf.jpgIM Thumbnailimage/jpeg4667https://locus.ufv.br//bitstream/123456789/15226/3/22603.pdf.jpg7d87a0fb7337f25619ad7d94f363b660MD53123456789/152262017-12-15 22:01:58.412oai:locus.ufv.br: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Repositório InstitucionalPUBhttps://www.locus.ufv.br/oai/requestfabiojreis@ufv.bropendoar:21452017-12-16T01:01:58LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)false
dc.title.en.fl_str_mv Industrial solid waste (whitewash mud) use in forest road pavements
title Industrial solid waste (whitewash mud) use in forest road pavements
spellingShingle Industrial solid waste (whitewash mud) use in forest road pavements
Machado, Carlos Cardoso
Forest road
Industrial solid waste
Whitewash mud
Soil stabilization
title_short Industrial solid waste (whitewash mud) use in forest road pavements
title_full Industrial solid waste (whitewash mud) use in forest road pavements
title_fullStr Industrial solid waste (whitewash mud) use in forest road pavements
title_full_unstemmed Industrial solid waste (whitewash mud) use in forest road pavements
title_sort Industrial solid waste (whitewash mud) use in forest road pavements
author Machado, Carlos Cardoso
author_facet Machado, Carlos Cardoso
Pereira, Reginaldo Sérgio
Lima, Dario Cardoso de
Portugal, Carla Ribeiro Machado e
Pires, José Maurício Machado
Vieira, Gersonito da Silva
author_role author
author2 Pereira, Reginaldo Sérgio
Lima, Dario Cardoso de
Portugal, Carla Ribeiro Machado e
Pires, José Maurício Machado
Vieira, Gersonito da Silva
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Machado, Carlos Cardoso
Pereira, Reginaldo Sérgio
Lima, Dario Cardoso de
Portugal, Carla Ribeiro Machado e
Pires, José Maurício Machado
Vieira, Gersonito da Silva
dc.subject.pt-BR.fl_str_mv Forest road
Industrial solid waste
Whitewash mud
Soil stabilization
topic Forest road
Industrial solid waste
Whitewash mud
Soil stabilization
description O objetivo do presente estudo foi avaliar os efeitos do resíduo sólido industrial (lama-de-cal) nas propriedades geotécnicas de amostras de solo da região de Alagoinhas, BA, Brasil. Das sete amostras coletadas, apenas duas foram selecionadas, por apresentar maior potencial geotécnico. Utilizaram-se ensaios de caracterização, CBR e permeabilidade, cujos resultados indicaram que a amostra de solo denominada good gravel quando estabilizada com lama-de-cal, na dosagem de 20 e 25%, foi a mais promissora.
publishDate 2004
dc.date.issued.fl_str_mv 2004-08-10
dc.date.accessioned.fl_str_mv 2017-12-15T11:32:14Z
dc.date.available.fl_str_mv 2017-12-15T11:32:14Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1590/S0100-67622004000400008
http://www.locus.ufv.br/handle/123456789/15226
dc.identifier.issn.none.fl_str_mv 1806-9088
identifier_str_mv 1806-9088
url http://dx.doi.org/10.1590/S0100-67622004000400008
http://www.locus.ufv.br/handle/123456789/15226
dc.language.iso.fl_str_mv eng
language eng
dc.relation.ispartofseries.pt-BR.fl_str_mv v. 28, n. 4, p. 547-551, Jul./Ago. 2004
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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