Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R)
Autor(a) principal: | |
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Data de Publicação: | 2018 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFG |
Texto Completo: | http://repositorio.bc.ufg.br/tede/handle/tede/8736 |
Resumo: | The impacts caused by waste generation from construction industry stimulate the adoption of techniques that made the recycled construction and demolition wastes (RCDW) an attractive filling material for the geotechnical purpose. The utilization of this new construction material with geosynthetics in reinforced soil structure (RSS) shows a promising path related to environmental and technical aspects, once the utilization of both materials can afford similar behavior as structures with natural aggregates. Despite this favorable scenario, it is essential to assess the mechanical damages on the reinforcement elements caused by the filling materials, which decrease its strength and compromise its behavior and functionality. In this way, this study aims to quantify the mechanical damages during installation caused by RCDW on geogrids by its reproduction in an experimental site plant. The site plant with precast concrete beams has been constructed to simulate constructive process of a RSS. Three different geogrids were adopted as reinforcement elements: one with polyvinyl alcohol (PVA) yarns and two with polyester (PET) yarns. Seven samples of RCDW were collected for laboratory technical characterization to assess the variability of the parameters relevant to the geotechnical application. It was investigated two installation damages mechanisms: i) launch height of the filling material, and ii) compaction procedures – with a vibratory roller and percussion equipment. Furthermore, it was evaluated the effects of a protection layer – with the same material (RCDW) – on the mechanical damages. The damages were quantified, with the adoption of statistical analysis, by reduction factors related to the ultimate tensile strength, as well as the modifications on the strain and stiffness (for 2% and 5% strains). The technical characterization of the RCDW samples revealed characteristics similar to gravels or sands, non-plastic behavior, and a considerable variability. The tensile strength reduction caused by compaction procedures prove to be more severe than the reductions caused by the launching height process. The abrasion damage can be considerate the major visual damage verified by the visual analysis of damaged specimens. It was concluded that the geogrids reduction factors caused by RCDW (related to installation damages) could be adopted to make feasible the utilization of these materials in RSS, taking in account the technical and environmental characteristics desired for this type of application. |
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Santos, Eder Carlos Guedes doshttp://lattes.cnpq.br/7017825980724888Santos, Eder Carlos Guedes dosRezende, Lilian Ribeiro deSilva, Jefferson Lins dahttp://lattes.cnpq.br/1464808867366069Fleury, Mateus Porto2018-07-27T13:55:25Z2018-05-11FLEURY, M. P. Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R). 2018. 160 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2018.http://repositorio.bc.ufg.br/tede/handle/tede/8736ark:/38995/0013000007msqThe impacts caused by waste generation from construction industry stimulate the adoption of techniques that made the recycled construction and demolition wastes (RCDW) an attractive filling material for the geotechnical purpose. The utilization of this new construction material with geosynthetics in reinforced soil structure (RSS) shows a promising path related to environmental and technical aspects, once the utilization of both materials can afford similar behavior as structures with natural aggregates. Despite this favorable scenario, it is essential to assess the mechanical damages on the reinforcement elements caused by the filling materials, which decrease its strength and compromise its behavior and functionality. In this way, this study aims to quantify the mechanical damages during installation caused by RCDW on geogrids by its reproduction in an experimental site plant. The site plant with precast concrete beams has been constructed to simulate constructive process of a RSS. Three different geogrids were adopted as reinforcement elements: one with polyvinyl alcohol (PVA) yarns and two with polyester (PET) yarns. Seven samples of RCDW were collected for laboratory technical characterization to assess the variability of the parameters relevant to the geotechnical application. It was investigated two installation damages mechanisms: i) launch height of the filling material, and ii) compaction procedures – with a vibratory roller and percussion equipment. Furthermore, it was evaluated the effects of a protection layer – with the same material (RCDW) – on the mechanical damages. The damages were quantified, with the adoption of statistical analysis, by reduction factors related to the ultimate tensile strength, as well as the modifications on the strain and stiffness (for 2% and 5% strains). The technical characterization of the RCDW samples revealed characteristics similar to gravels or sands, non-plastic behavior, and a considerable variability. The tensile strength reduction caused by compaction procedures prove to be more severe than the reductions caused by the launching height process. The abrasion damage can be considerate the major visual damage verified by the visual analysis of damaged specimens. It was concluded that the geogrids reduction factors caused by RCDW (related to installation damages) could be adopted to make feasible the utilization of these materials in RSS, taking in account the technical and environmental characteristics desired for this type of application.Os impactos causados pelos resíduos da indústria da construção civil estimulam a adoção de técnicas de beneficiamento que tornam os resíduos de construção e demolição reciclados (RCD-R) atrativos como material de preenchimento em obras geotécnicas. Desse modo, a utilização conjunta desse novo material de construção com geossintéticos em estruturas de solo reforçado (ESR) mostra-se interessante quanto aos aspectos ambientais e técnicos, uma vez que o conjunto pode apresentar comportamento equivalentes aos de estruturas executadas com materiais convencionais. Contudo, apesar desse cenário positivo, faz-se fundamental investigar os danos mecânicos que o material de aterro pode causar ao elemento de reforço, o que pode contribuir para a diminuição de sua resistência e comprometer o seu desempenho e a sua funcionalidade. Nesse contexto, este estudo propôs quantificar os danos mecânicos de instalação gerados por RCD-R em geogrelhas por meio de sua reprodução em um experimento de campo. Para tanto, uma instalação experimental de peças pré-moldadas de concreto foi construída para simular os processos construtivos de uma estrutura de soloreforçado. Os elementos de reforço adotados consistiram de três diferentes tipos de geogrelhas – uma com fibra de álcool polivinílico (PVAL) e duas de poliéster (PET). Um total de sete amostras de RCD-R foram coletadas a fim de efetuar a sua caracterização em laboratório e verificar a variabilidade dos parâmetros de interesse para aplicação em obras geotécnicas. Buscou-se investigar a influência de dois condicionantes de dano de instalação: i) a altura de lançamento de material e ii) os processos de compactação – com rolo vibratório e à percussão. Investigou-se, também, o efeito do uso de uma camada de proteção – constituída do próprio RCD-R – nos danos mecânicos das geogrelhas. Os danos foram quantificados, com o auxílio de análise estatística, por meio de fatores de redução relacionados à resistência à tração de pico, assim como a alteração da deformação na ruptura e rigidezes (para deformações de 2% e 5%). A caracterização geotécnica das amostras de RCD-R revelou características semelhantes às observadas para solos pedregulhosos/arenosos, comportamento não plástico e variabilidade considerável. As reduções de resistência à tração decorrentes dos processos de compactação foram superiores em relação aos procedimentos de lançamento de material. As análises visuais das amostras danificadas revelaram que o dano de abrasão foi o principal dano visual observado. Conclui-se que os RCD-R apresentaram fatores de redução de resistência em geogrelhas, devido aos danos de instalação, que podem ser adotados de modo a viabilizar o uso destes materiais em ESR atendendo às caraterísticas técnicas e ambientais desejadas para esse tipo de obra.Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2018-07-27T13:47:11Z No. of bitstreams: 2 Dissertação - Mateus Porto Fleury - 2018.pdf: 9102583 bytes, checksum: 40d5daa4efc28f9073bc7aace7846d2a (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2018-07-27T13:55:25Z (GMT) No. of bitstreams: 2 Dissertação - Mateus Porto Fleury - 2018.pdf: 9102583 bytes, checksum: 40d5daa4efc28f9073bc7aace7846d2a (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Made available in DSpace on 2018-07-27T13:55:25Z (GMT). No. of bitstreams: 2 Dissertação - Mateus Porto Fleury - 2018.pdf: 9102583 bytes, checksum: 40d5daa4efc28f9073bc7aace7846d2a (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) Previous issue date: 2018-05-11Conselho Nacional de Pesquisa e Desenvolvimento Científico e Tecnológico - CNPqapplication/pdfporUniversidade Federal de GoiásPrograma de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC)UFGBrasilEscola de Engenharia Civil - EEC (RG)http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessDanos mecânicos de instalaçãoGeogrelhaFator de redução de resistênciaResíduos de construção e demolição recicladosInstallation damagesGeogridRecycled construction and demolition wastesStrength reduction factorsGEOTECNICA::OBRAS DE TERRA E ENROCAMENTOResistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R)Geogrids strenghth after mechanical damages caused by construction and demolition wastes (RCDW)info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis69153224221282221046006006006007240872516263155855536390480636110038-2555911436985713659reponame:Repositório Institucional da UFGinstname:Universidade Federal de Goiás (UFG)instacron:UFGLICENSElicense.txtlicense.txttext/plain; charset=utf-82165http://repositorio.bc.ufg.br/tede/bitstreams/85f4b9db-5f24-4b45-aae1-4ec53583c461/downloadbd3efa91386c1718a7f26a329fdcb468MD51CC-LICENSElicense_urllicense_urltext/plain; charset=utf-849http://repositorio.bc.ufg.br/tede/bitstreams/90131822-6f5d-4b0d-932c-02966c42bc52/download4afdbb8c545fd630ea7db775da747b2fMD52license_textlicense_texttext/html; charset=utf-80http://repositorio.bc.ufg.br/tede/bitstreams/ae704365-a9e7-4dce-b57c-ecf687a64df0/downloadd41d8cd98f00b204e9800998ecf8427eMD53license_rdflicense_rdfapplication/rdf+xml; charset=utf-80http://repositorio.bc.ufg.br/tede/bitstreams/0fe56b97-d1b8-4bfe-9993-f807827fb103/downloadd41d8cd98f00b204e9800998ecf8427eMD54ORIGINALDissertação - Mateus Porto Fleury - 2018.pdfDissertação - Mateus Porto Fleury - 2018.pdfapplication/pdf9102583http://repositorio.bc.ufg.br/tede/bitstreams/0670b175-807a-4f1d-a191-0a9630a7d8d3/download40d5daa4efc28f9073bc7aace7846d2aMD55tede/87362018-07-27 10:55:25.355http://creativecommons.org/licenses/by-nc-nd/4.0/Acesso Abertoopen.accessoai:repositorio.bc.ufg.br:tede/8736http://repositorio.bc.ufg.br/tedeRepositório InstitucionalPUBhttp://repositorio.bc.ufg.br/oai/requesttasesdissertacoes.bc@ufg.bropendoar:2018-07-27T13:55:25Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)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 |
dc.title.eng.fl_str_mv |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) |
dc.title.alternative.eng.fl_str_mv |
Geogrids strenghth after mechanical damages caused by construction and demolition wastes (RCDW) |
title |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) |
spellingShingle |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) Fleury, Mateus Porto Danos mecânicos de instalação Geogrelha Fator de redução de resistência Resíduos de construção e demolição reciclados Installation damages Geogrid Recycled construction and demolition wastes Strength reduction factors GEOTECNICA::OBRAS DE TERRA E ENROCAMENTO |
title_short |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) |
title_full |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) |
title_fullStr |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) |
title_full_unstemmed |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) |
title_sort |
Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R) |
author |
Fleury, Mateus Porto |
author_facet |
Fleury, Mateus Porto |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Santos, Eder Carlos Guedes dos |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/7017825980724888 |
dc.contributor.referee1.fl_str_mv |
Santos, Eder Carlos Guedes dos |
dc.contributor.referee2.fl_str_mv |
Rezende, Lilian Ribeiro de |
dc.contributor.referee3.fl_str_mv |
Silva, Jefferson Lins da |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/1464808867366069 |
dc.contributor.author.fl_str_mv |
Fleury, Mateus Porto |
contributor_str_mv |
Santos, Eder Carlos Guedes dos Santos, Eder Carlos Guedes dos Rezende, Lilian Ribeiro de Silva, Jefferson Lins da |
dc.subject.por.fl_str_mv |
Danos mecânicos de instalação Geogrelha Fator de redução de resistência Resíduos de construção e demolição reciclados |
topic |
Danos mecânicos de instalação Geogrelha Fator de redução de resistência Resíduos de construção e demolição reciclados Installation damages Geogrid Recycled construction and demolition wastes Strength reduction factors GEOTECNICA::OBRAS DE TERRA E ENROCAMENTO |
dc.subject.eng.fl_str_mv |
Installation damages Geogrid Recycled construction and demolition wastes Strength reduction factors |
dc.subject.cnpq.fl_str_mv |
GEOTECNICA::OBRAS DE TERRA E ENROCAMENTO |
description |
The impacts caused by waste generation from construction industry stimulate the adoption of techniques that made the recycled construction and demolition wastes (RCDW) an attractive filling material for the geotechnical purpose. The utilization of this new construction material with geosynthetics in reinforced soil structure (RSS) shows a promising path related to environmental and technical aspects, once the utilization of both materials can afford similar behavior as structures with natural aggregates. Despite this favorable scenario, it is essential to assess the mechanical damages on the reinforcement elements caused by the filling materials, which decrease its strength and compromise its behavior and functionality. In this way, this study aims to quantify the mechanical damages during installation caused by RCDW on geogrids by its reproduction in an experimental site plant. The site plant with precast concrete beams has been constructed to simulate constructive process of a RSS. Three different geogrids were adopted as reinforcement elements: one with polyvinyl alcohol (PVA) yarns and two with polyester (PET) yarns. Seven samples of RCDW were collected for laboratory technical characterization to assess the variability of the parameters relevant to the geotechnical application. It was investigated two installation damages mechanisms: i) launch height of the filling material, and ii) compaction procedures – with a vibratory roller and percussion equipment. Furthermore, it was evaluated the effects of a protection layer – with the same material (RCDW) – on the mechanical damages. The damages were quantified, with the adoption of statistical analysis, by reduction factors related to the ultimate tensile strength, as well as the modifications on the strain and stiffness (for 2% and 5% strains). The technical characterization of the RCDW samples revealed characteristics similar to gravels or sands, non-plastic behavior, and a considerable variability. The tensile strength reduction caused by compaction procedures prove to be more severe than the reductions caused by the launching height process. The abrasion damage can be considerate the major visual damage verified by the visual analysis of damaged specimens. It was concluded that the geogrids reduction factors caused by RCDW (related to installation damages) could be adopted to make feasible the utilization of these materials in RSS, taking in account the technical and environmental characteristics desired for this type of application. |
publishDate |
2018 |
dc.date.accessioned.fl_str_mv |
2018-07-27T13:55:25Z |
dc.date.issued.fl_str_mv |
2018-05-11 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
FLEURY, M. P. Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R). 2018. 160 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2018. |
dc.identifier.uri.fl_str_mv |
http://repositorio.bc.ufg.br/tede/handle/tede/8736 |
dc.identifier.dark.fl_str_mv |
ark:/38995/0013000007msq |
identifier_str_mv |
FLEURY, M. P. Resistência de geogrelhas após danos mecânicos causados por resíduos de construção e demolição reciclados (RCD-R). 2018. 160 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2018. ark:/38995/0013000007msq |
url |
http://repositorio.bc.ufg.br/tede/handle/tede/8736 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.program.fl_str_mv |
6915322422128222104 |
dc.relation.confidence.fl_str_mv |
600 600 600 600 |
dc.relation.department.fl_str_mv |
724087251626315585 |
dc.relation.cnpq.fl_str_mv |
5536390480636110038 |
dc.relation.sponsorship.fl_str_mv |
-2555911436985713659 |
dc.rights.driver.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.publisher.program.fl_str_mv |
Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC) |
dc.publisher.initials.fl_str_mv |
UFG |
dc.publisher.country.fl_str_mv |
Brasil |
dc.publisher.department.fl_str_mv |
Escola de Engenharia Civil - EEC (RG) |
publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da UFG instname:Universidade Federal de Goiás (UFG) instacron:UFG |
instname_str |
Universidade Federal de Goiás (UFG) |
instacron_str |
UFG |
institution |
UFG |
reponame_str |
Repositório Institucional da UFG |
collection |
Repositório Institucional da UFG |
bitstream.url.fl_str_mv |
http://repositorio.bc.ufg.br/tede/bitstreams/85f4b9db-5f24-4b45-aae1-4ec53583c461/download http://repositorio.bc.ufg.br/tede/bitstreams/90131822-6f5d-4b0d-932c-02966c42bc52/download http://repositorio.bc.ufg.br/tede/bitstreams/ae704365-a9e7-4dce-b57c-ecf687a64df0/download http://repositorio.bc.ufg.br/tede/bitstreams/0fe56b97-d1b8-4bfe-9993-f807827fb103/download http://repositorio.bc.ufg.br/tede/bitstreams/0670b175-807a-4f1d-a191-0a9630a7d8d3/download |
bitstream.checksum.fl_str_mv |
bd3efa91386c1718a7f26a329fdcb468 4afdbb8c545fd630ea7db775da747b2f d41d8cd98f00b204e9800998ecf8427e d41d8cd98f00b204e9800998ecf8427e 40d5daa4efc28f9073bc7aace7846d2a |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositório Institucional da UFG - Universidade Federal de Goiás (UFG) |
repository.mail.fl_str_mv |
tasesdissertacoes.bc@ufg.br |
_version_ |
1811721437079142400 |