Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal

Detalhes bibliográficos
Autor(a) principal: METOGO, Daniel Arthur Nnang
Data de Publicação: 2010
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFG
dARK ID: ark:/38995/00130000071hs
Texto Completo: http://repositorio.bc.ufg.br/tede/handle/tde/1332
Resumo: Presently in Brazil, there is a real difficulty to reuse solid waste. Among them, the phosphogypsum, a byproduct of phosphatic acid production. The huge deposits of this waste become problematic both environmentally and economically. Therefore, researches are being conducted to find a reuse of this material in geotechnical engineering. In the specific case of its application in paving, beyond reuse waste, seek to reduce the exploitation of natural materials, traditionally used in construction of roads. Laboratory tests showed the possibility of use of phosphogypsum in paving when mixed with soil or chemically stabilizer. Thus, this study evaluates on field, the mechanical behavior of mixtures of phosphogypsum, tropical soil of Aparecida de Goiania-GO and lime, when used in base layers of asphalt pavement. For that, laboratory tests were performed to characterize the mixtures to be used on field and was constructed an experimental pavement with mixtures of soil (80%) + phosphogypsum (20%), soil (80%) + phosphogypsum (11%) + lime (9%), soil (91%) + lime (9%) and gravel (100%). During the experimental pavement construction, field tests specifics of paving were conducted, to check its good execution and evaluate its initial performance. To better understand the behavior of the experimental pavement, a second step of field tests was conducted, six months after the release of traffic. From this study, was been observed that both in laboratory and field, the mixture soil (80%) + phosphogypsum (11%) + lime (9%) was that which presented the best mechanical performances and can thus replace the gravel for construction of low cost pavement. However, care should be adopted to control the expansion of this mixture.
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spelling REZENDE, Lilian Ribeiro dehttp://lattes.cnpq.br/9258692609398794http://lattes.cnpq.br/5005020546252411METOGO, Daniel Arthur Nnang2014-07-29T15:18:21Z2011-04-112010-08-13METOGO, Daniel Arthur Nnang. Construction and initial evaluation of a stretch of asphalt pavement runs with mixtures of tropical soil, lime and gypsum. 2010. 196 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Goiás, Goiânia, 2010.http://repositorio.bc.ufg.br/tede/handle/tde/1332ark:/38995/00130000071hsPresently in Brazil, there is a real difficulty to reuse solid waste. Among them, the phosphogypsum, a byproduct of phosphatic acid production. The huge deposits of this waste become problematic both environmentally and economically. Therefore, researches are being conducted to find a reuse of this material in geotechnical engineering. In the specific case of its application in paving, beyond reuse waste, seek to reduce the exploitation of natural materials, traditionally used in construction of roads. Laboratory tests showed the possibility of use of phosphogypsum in paving when mixed with soil or chemically stabilizer. Thus, this study evaluates on field, the mechanical behavior of mixtures of phosphogypsum, tropical soil of Aparecida de Goiania-GO and lime, when used in base layers of asphalt pavement. For that, laboratory tests were performed to characterize the mixtures to be used on field and was constructed an experimental pavement with mixtures of soil (80%) + phosphogypsum (20%), soil (80%) + phosphogypsum (11%) + lime (9%), soil (91%) + lime (9%) and gravel (100%). During the experimental pavement construction, field tests specifics of paving were conducted, to check its good execution and evaluate its initial performance. To better understand the behavior of the experimental pavement, a second step of field tests was conducted, six months after the release of traffic. From this study, was been observed that both in laboratory and field, the mixture soil (80%) + phosphogypsum (11%) + lime (9%) was that which presented the best mechanical performances and can thus replace the gravel for construction of low cost pavement. However, care should be adopted to control the expansion of this mixture.Atualmente, observa-se no Brasil uma real dificuldade de reaproveitamento dos resíduos sólidos. Dentre eles, tem-se o fosfogesso, subproduto da produção de ácido fosfático. Os gigantescos depósitos deste resíduo tornam-se problemáticos tanto do ponto de vista ambiental como econômico. Por esse motivo, estudos estão sendo realizados com o objetivo de encontrar uma reutilização desse material em geotecnia. No caso de sua aplicação em pavimentação, além de reaproveitar os resíduos, procura-se reduzir a exploração de materiais naturais tradicionalmente empregados em construção de estradas e vias urbanas. Ensaios laboratoriais mostraram a possibilidade de uso do fosfogesso em pavimentação quando associado aos solos locais e misturas estabilizadas quimicamente. Sendo assim, neste trabalho avalia-se o comportamento mecânico em campo de misturas de fosfogesso, solo tropical da região de Aparecida de Goiânia-GO e cal, quando usadas em camadas de base de pavimento asfáltico. Para tanto, foram realizados ensaios de laboratório para caracterizar as misturas a serem executadas em campo e construída uma pista experimental constituída por subtrechos com misturas solo (80%) + fosfogesso (20%), solo (80%) + fosfogesso (11%) + cal (9%), solo (91%) + cal (9%) e cascalho (100%). Durante a construção dessa pista, foram realizados ensaios de campo próprio à pavimentação, para checar a boa execução da pista e avaliar o comportamento inicial do pavimento. Para entender melhor o comportamento da pista experimental, uma segunda etapa de ensaios de campo foi realizada seis meses após a liberação do tráfego. Deste trabalho, observou-se que tanto em laboratório como em campo, a mistura solo (80%) + fosfogesso (11%) + cal (9%) foi que apresentou os melhores desempenhos mecânicos, podendo assim substituir o cascalho para construção de pavimento de baixos custos. Porém, devem ser adotados cuidados para controlar a expansão dessa mistura. PalavrasMade available in DSpace on 2014-07-29T15:18:21Z (GMT). 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dc.title.por.fl_str_mv Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
dc.title.alternative.eng.fl_str_mv Construction and initial evaluation of a stretch of asphalt pavement runs with mixtures of tropical soil, lime and gypsum
title Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
spellingShingle Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
METOGO, Daniel Arthur Nnang
Solo tropical
Resíduo
Cal
Pavimentação
1.Solo tropical 2.Resíduo 3.Cal 4.Pavimentação
Tropical soil
Solid waste
Lime
Pavement
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::GEOTECNICA
title_short Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
title_full Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
title_fullStr Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
title_full_unstemmed Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
title_sort Construção e avaliação inicial de um trecho de pavimento asfáltico executado com misturas de solo tropical, fosfogesso e cal
author METOGO, Daniel Arthur Nnang
author_facet METOGO, Daniel Arthur Nnang
author_role author
dc.contributor.advisor1.fl_str_mv REZENDE, Lilian Ribeiro de
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/9258692609398794
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/5005020546252411
dc.contributor.author.fl_str_mv METOGO, Daniel Arthur Nnang
contributor_str_mv REZENDE, Lilian Ribeiro de
dc.subject.por.fl_str_mv Solo tropical
Resíduo
Cal
Pavimentação
1.Solo tropical 2.Resíduo 3.Cal 4.Pavimentação
topic Solo tropical
Resíduo
Cal
Pavimentação
1.Solo tropical 2.Resíduo 3.Cal 4.Pavimentação
Tropical soil
Solid waste
Lime
Pavement
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::GEOTECNICA
dc.subject.eng.fl_str_mv Tropical soil
Solid waste
Lime
Pavement
dc.subject.cnpq.fl_str_mv CNPQ::ENGENHARIAS::ENGENHARIA CIVIL::GEOTECNICA
description Presently in Brazil, there is a real difficulty to reuse solid waste. Among them, the phosphogypsum, a byproduct of phosphatic acid production. The huge deposits of this waste become problematic both environmentally and economically. Therefore, researches are being conducted to find a reuse of this material in geotechnical engineering. In the specific case of its application in paving, beyond reuse waste, seek to reduce the exploitation of natural materials, traditionally used in construction of roads. Laboratory tests showed the possibility of use of phosphogypsum in paving when mixed with soil or chemically stabilizer. Thus, this study evaluates on field, the mechanical behavior of mixtures of phosphogypsum, tropical soil of Aparecida de Goiania-GO and lime, when used in base layers of asphalt pavement. For that, laboratory tests were performed to characterize the mixtures to be used on field and was constructed an experimental pavement with mixtures of soil (80%) + phosphogypsum (20%), soil (80%) + phosphogypsum (11%) + lime (9%), soil (91%) + lime (9%) and gravel (100%). During the experimental pavement construction, field tests specifics of paving were conducted, to check its good execution and evaluate its initial performance. To better understand the behavior of the experimental pavement, a second step of field tests was conducted, six months after the release of traffic. From this study, was been observed that both in laboratory and field, the mixture soil (80%) + phosphogypsum (11%) + lime (9%) was that which presented the best mechanical performances and can thus replace the gravel for construction of low cost pavement. However, care should be adopted to control the expansion of this mixture.
publishDate 2010
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dc.date.available.fl_str_mv 2011-04-11
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dc.identifier.citation.fl_str_mv METOGO, Daniel Arthur Nnang. Construction and initial evaluation of a stretch of asphalt pavement runs with mixtures of tropical soil, lime and gypsum. 2010. 196 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Goiás, Goiânia, 2010.
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identifier_str_mv METOGO, Daniel Arthur Nnang. Construction and initial evaluation of a stretch of asphalt pavement runs with mixtures of tropical soil, lime and gypsum. 2010. 196 f. Dissertação (Mestrado em Engenharias) - Universidade Federal de Goiás, Goiânia, 2010.
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