Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall

Detalhes bibliográficos
Autor(a) principal: RAMIREZ,G. G. D.
Data de Publicação: 2015
Outros Autores: CASAGRANDE,M. D. T., FOLLE,D., PEREIRA,A., PAULON,V. A.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista IBRACON de Estruturas e Materiais
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000400567
Resumo: AbstractLarge quantities of waste tires are released to the environment in an undesirable way. The potential use of this waste material in geotechnical applications can contribute to reducing the tire disposal problem and to improve strength and deformation characteristics of soils. This paper presents a laboratory study on the effect of granular rubber waste tire on the physical properties of a clayey soil. Compaction tests using standard effort and consolidated-drained triaxial tests were run on soil and mixtures. The results conveyed an improvement in the cohesion and the angle of internal friction the clayey soil-granular rubber mixture, depending on the level of confining stress. These mixtures can be used like backfill material in soil retaining walls replacing the clayey soil due to its better strength and shear behavior and low unit weight. A numerical simulation was conducted for geosynthetic reinforced soil wall using the clayey soil and mixture like backfill material to analyzing the influence in this structure.
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spelling Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil walltriaxial testsgranular rubberwastereinforced soilAbstractLarge quantities of waste tires are released to the environment in an undesirable way. The potential use of this waste material in geotechnical applications can contribute to reducing the tire disposal problem and to improve strength and deformation characteristics of soils. This paper presents a laboratory study on the effect of granular rubber waste tire on the physical properties of a clayey soil. Compaction tests using standard effort and consolidated-drained triaxial tests were run on soil and mixtures. The results conveyed an improvement in the cohesion and the angle of internal friction the clayey soil-granular rubber mixture, depending on the level of confining stress. These mixtures can be used like backfill material in soil retaining walls replacing the clayey soil due to its better strength and shear behavior and low unit weight. A numerical simulation was conducted for geosynthetic reinforced soil wall using the clayey soil and mixture like backfill material to analyzing the influence in this structure.IBRACON - Instituto Brasileiro do Concreto2015-08-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000400567Revista IBRACON de Estruturas e Materiais v.8 n.4 2015reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952015000400009info:eu-repo/semantics/openAccessRAMIREZ,G. G. D.CASAGRANDE,M. D. T.FOLLE,D.PEREIRA,A.PAULON,V. A.eng2015-09-17T00:00:00Zoai:scielo:S1983-41952015000400567Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2015-09-17T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
title Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
spellingShingle Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
RAMIREZ,G. G. D.
triaxial tests
granular rubber
waste
reinforced soil
title_short Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
title_full Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
title_fullStr Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
title_full_unstemmed Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
title_sort Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall
author RAMIREZ,G. G. D.
author_facet RAMIREZ,G. G. D.
CASAGRANDE,M. D. T.
FOLLE,D.
PEREIRA,A.
PAULON,V. A.
author_role author
author2 CASAGRANDE,M. D. T.
FOLLE,D.
PEREIRA,A.
PAULON,V. A.
author2_role author
author
author
author
dc.contributor.author.fl_str_mv RAMIREZ,G. G. D.
CASAGRANDE,M. D. T.
FOLLE,D.
PEREIRA,A.
PAULON,V. A.
dc.subject.por.fl_str_mv triaxial tests
granular rubber
waste
reinforced soil
topic triaxial tests
granular rubber
waste
reinforced soil
description AbstractLarge quantities of waste tires are released to the environment in an undesirable way. The potential use of this waste material in geotechnical applications can contribute to reducing the tire disposal problem and to improve strength and deformation characteristics of soils. This paper presents a laboratory study on the effect of granular rubber waste tire on the physical properties of a clayey soil. Compaction tests using standard effort and consolidated-drained triaxial tests were run on soil and mixtures. The results conveyed an improvement in the cohesion and the angle of internal friction the clayey soil-granular rubber mixture, depending on the level of confining stress. These mixtures can be used like backfill material in soil retaining walls replacing the clayey soil due to its better strength and shear behavior and low unit weight. A numerical simulation was conducted for geosynthetic reinforced soil wall using the clayey soil and mixture like backfill material to analyzing the influence in this structure.
publishDate 2015
dc.date.none.fl_str_mv 2015-08-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000400567
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952015000400567
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1983-41952015000400009
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
dc.source.none.fl_str_mv Revista IBRACON de Estruturas e Materiais v.8 n.4 2015
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
instname_str Instituto Brasileiro do Concreto (IBRACON)
instacron_str IBRACON
institution IBRACON
reponame_str Revista IBRACON de Estruturas e Materiais
collection Revista IBRACON de Estruturas e Materiais
repository.name.fl_str_mv Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)
repository.mail.fl_str_mv editores.riem@gmail.com||arlene@ibracon.org.br
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