Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil
Autor(a) principal: | |
---|---|
Data de Publicação: | 2012 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Manancial - Repositório Digital da UFSM |
Texto Completo: | http://repositorio.ufsm.br/handle/1/7790 |
Resumo: | The generation from residues of civil construction brings serious implications for society and the environment. Ahead of this, have sought alternative to the use of such residues in engineering with a view to contributing to the easing sustainability impacts caused by the generation of these residues. The objective of this work is to study the application of the residues of civil construction in bored piles. In this work are conducted in laboratory testing and test load in the piles to evaluate the behavior of the piles to the compression being excavated and executed they in the Experimental testing site of Geotechnical Engineering at UFSM (CEEG/UFSM). The results of the laboratory tests had characterized the behavior of residues as sand and the test from the cylindrical specimens (5x10cm) and prismatic (4x4x16cm) achieved satisfactory results for the use of the material in foundations. Load tests were carried out on three piles excavated with diameter of 25 cm and 3m of depth, being one of them with the addition of small stones. Through the load tests it was determined the loaddisplacement curve and were applied methods to estimate the rupture load. Were also adopted the methods of prediction of load capacity, through the parameters obtained by standard penetration test (SPT), to estimate the rupture load. According to its reached results, it is concluded that the ceramic residues of civil construction are a new alternative for foundations that demand low support capacity. However, since it is an initial study, the accomplishment of more research is necessary to this material is applied in foundations of safe form, responsible and trustworthy. |
id |
UFSM_f76ce0c8207628f9b08063f0574a6535 |
---|---|
oai_identifier_str |
oai:repositorio.ufsm.br:1/7790 |
network_acronym_str |
UFSM |
network_name_str |
Manancial - Repositório Digital da UFSM |
repository_id_str |
|
spelling |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civilEvaluation of the behavior of piles excavated molded with residues of civil constructionResíduos de construção civilEstacasProvas de cargaFundações profundasResidues of civil constructionPilesTestsDeep foundationsCNPQ::ENGENHARIAS::ENGENHARIA CIVILThe generation from residues of civil construction brings serious implications for society and the environment. Ahead of this, have sought alternative to the use of such residues in engineering with a view to contributing to the easing sustainability impacts caused by the generation of these residues. The objective of this work is to study the application of the residues of civil construction in bored piles. In this work are conducted in laboratory testing and test load in the piles to evaluate the behavior of the piles to the compression being excavated and executed they in the Experimental testing site of Geotechnical Engineering at UFSM (CEEG/UFSM). The results of the laboratory tests had characterized the behavior of residues as sand and the test from the cylindrical specimens (5x10cm) and prismatic (4x4x16cm) achieved satisfactory results for the use of the material in foundations. Load tests were carried out on three piles excavated with diameter of 25 cm and 3m of depth, being one of them with the addition of small stones. Through the load tests it was determined the loaddisplacement curve and were applied methods to estimate the rupture load. Were also adopted the methods of prediction of load capacity, through the parameters obtained by standard penetration test (SPT), to estimate the rupture load. According to its reached results, it is concluded that the ceramic residues of civil construction are a new alternative for foundations that demand low support capacity. However, since it is an initial study, the accomplishment of more research is necessary to this material is applied in foundations of safe form, responsible and trustworthy.A geração de resíduos de construção civil traz sérias implicações à sociedade e ao meio ambiente. Diante disso, têm-se buscado alternativas para o uso desses resíduos na engenharia com intuito de contribuir para a sustentabilidade, amenizando os impactos causados pela geração desses resíduos. O objetivo deste trabalho é estudar a aplicação dos resíduos de construção civil em estacas moldadas in loco. Neste trabalho, são realizados ensaios de laboratório e prova de carga nas estacas para avaliar o comportamento das estacas a compressão, sendo elas escavadas e executadas no Campo Experimental em Engenharia Geotécnica da UFSM (CEEG/UFSM). Os resultados dos ensaios de laboratório caracterizaram os resíduos como comportamento de areia e as rupturas dos corpos de prova cilíndricos (5x10cm) e prismáticos (4x4x16cm) obtiveram resultados satisfatórios para o uso do material em fundações. As provas de carga foram realizadas em três estacas escavadas com diâmetro de 25 cm e 3m de profundidade, sendo uma delas com o acréscimo de pedrisco. Através das provas de carga determinou-se a curva carga x recalque e foram aplicados métodos para determinação da carga de ruptura. Também foram adotados os métodos de previsão da capacidade de carga, através dos parâmetros obtidos por meio de sondagens de simples reconhecimento (SPT), para estimar a carga de ruptura. De acordo com os resultados alcançados, conclui-se que os resíduos de construção civil cerâmicos são uma nova alternativa para fundações que exijam baixa capacidade de suporte. Entretanto, por tratar-se de um estudo inicial, é necessária a realização de mais pesquisas para que esse material seja aplicado em fundações de forma segura, responsável e confiável.Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilSoares, José Mario Doleyshttp://lattes.cnpq.br/2986137592706630Pinheiro, Rinaldo Jose Barbosahttp://lattes.cnpq.br/1539316781096410Vendruscolo, Márcio Antôniohttp://lattes.cnpq.br/2813811759847194Pereira, Juliana da Silva2013-02-222013-02-222012-06-29info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfapplication/pdfPEREIRA, Juliana da Silva. Evaluation of the behavior of piles excavated molded with residues of civil construction. 2012. 123 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2012.http://repositorio.ufsm.br/handle/1/7790porinfo:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSM2023-06-23T17:27:48Zoai:repositorio.ufsm.br:1/7790Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2023-06-23T17:27:48Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false |
dc.title.none.fl_str_mv |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil Evaluation of the behavior of piles excavated molded with residues of civil construction |
title |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil |
spellingShingle |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil Pereira, Juliana da Silva Resíduos de construção civil Estacas Provas de carga Fundações profundas Residues of civil construction Piles Tests Deep foundations CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
title_short |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil |
title_full |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil |
title_fullStr |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil |
title_full_unstemmed |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil |
title_sort |
Avaliação do comportamento de estacas escavadas moldadas com resíduos de construção civil |
author |
Pereira, Juliana da Silva |
author_facet |
Pereira, Juliana da Silva |
author_role |
author |
dc.contributor.none.fl_str_mv |
Soares, José Mario Doleys http://lattes.cnpq.br/2986137592706630 Pinheiro, Rinaldo Jose Barbosa http://lattes.cnpq.br/1539316781096410 Vendruscolo, Márcio Antônio http://lattes.cnpq.br/2813811759847194 |
dc.contributor.author.fl_str_mv |
Pereira, Juliana da Silva |
dc.subject.por.fl_str_mv |
Resíduos de construção civil Estacas Provas de carga Fundações profundas Residues of civil construction Piles Tests Deep foundations CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
topic |
Resíduos de construção civil Estacas Provas de carga Fundações profundas Residues of civil construction Piles Tests Deep foundations CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
description |
The generation from residues of civil construction brings serious implications for society and the environment. Ahead of this, have sought alternative to the use of such residues in engineering with a view to contributing to the easing sustainability impacts caused by the generation of these residues. The objective of this work is to study the application of the residues of civil construction in bored piles. In this work are conducted in laboratory testing and test load in the piles to evaluate the behavior of the piles to the compression being excavated and executed they in the Experimental testing site of Geotechnical Engineering at UFSM (CEEG/UFSM). The results of the laboratory tests had characterized the behavior of residues as sand and the test from the cylindrical specimens (5x10cm) and prismatic (4x4x16cm) achieved satisfactory results for the use of the material in foundations. Load tests were carried out on three piles excavated with diameter of 25 cm and 3m of depth, being one of them with the addition of small stones. Through the load tests it was determined the loaddisplacement curve and were applied methods to estimate the rupture load. Were also adopted the methods of prediction of load capacity, through the parameters obtained by standard penetration test (SPT), to estimate the rupture load. According to its reached results, it is concluded that the ceramic residues of civil construction are a new alternative for foundations that demand low support capacity. However, since it is an initial study, the accomplishment of more research is necessary to this material is applied in foundations of safe form, responsible and trustworthy. |
publishDate |
2012 |
dc.date.none.fl_str_mv |
2012-06-29 2013-02-22 2013-02-22 |
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.uri.fl_str_mv |
PEREIRA, Juliana da Silva. Evaluation of the behavior of piles excavated molded with residues of civil construction. 2012. 123 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2012. http://repositorio.ufsm.br/handle/1/7790 |
identifier_str_mv |
PEREIRA, Juliana da Silva. Evaluation of the behavior of piles excavated molded with residues of civil construction. 2012. 123 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2012. |
url |
http://repositorio.ufsm.br/handle/1/7790 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Santa Maria BR Engenharia Civil UFSM Programa de Pós-Graduação em Engenharia Civil |
publisher.none.fl_str_mv |
Universidade Federal de Santa Maria BR Engenharia Civil UFSM Programa de Pós-Graduação em Engenharia Civil |
dc.source.none.fl_str_mv |
reponame:Manancial - Repositório Digital da UFSM instname:Universidade Federal de Santa Maria (UFSM) instacron:UFSM |
instname_str |
Universidade Federal de Santa Maria (UFSM) |
instacron_str |
UFSM |
institution |
UFSM |
reponame_str |
Manancial - Repositório Digital da UFSM |
collection |
Manancial - Repositório Digital da UFSM |
repository.name.fl_str_mv |
Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM) |
repository.mail.fl_str_mv |
atendimento.sib@ufsm.br||tedebc@gmail.com |
_version_ |
1805922092150947840 |