Título: | MECHANICAL BEHAVIOR OF BENTONITE REINFORCED WITH GROUND RUBBER AND PET FLAKES | ||||||||||||
Autor: |
PHILLIPE MOURAO RIBEIRO |
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Colaborador(es): |
RAQUEL QUADROS VELLOSO - Orientador |
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Catalogação: | 05/FEV/2019 | Língua(s): | PORTUGUESE - BRAZIL |
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Tipo: | TEXT | Subtipo: | THESIS | ||||||||||
Notas: |
[pt] Todos os dados constantes dos documentos são de inteira responsabilidade de seus autores. Os dados utilizados nas descrições dos documentos estão em conformidade com os sistemas da administração da PUC-Rio. [en] All data contained in the documents are the sole responsibility of the authors. The data used in the descriptions of the documents are in conformity with the systems of the administration of PUC-Rio. |
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Referência(s): |
[pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=36542&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=36542&idi=2 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.36542 | ||||||||||||
Resumo: | |||||||||||||
The current techniques proposed for the final destination of the tires are not
100 percent efficient, and there is a great deficit of the material in question. Another
material that needs an end destination is the PET (polyethylene terephthalate),
which nowadays, despite the large amount recycled, needs more disposal options.
the present study proposes the use of crushed rubber (in the form of fibers and
powder - granulometry of less than 2 mm) in different contents (5 percent and 10 percent, in
relation to the dry weight of bentonite) and crushed PET (in the form of fibers and
powder), as reinforcement of a bentonite, to increase the resistance parameters of
this one. The objective of the research is to evaluate the possibility of using rubber
and PET as an improvement of bentonite in geotechnical works, such as
waterproofing layers for sanitary landfills, since with the use of rubber and PET
in geotechnical works it would be possible to allocate a large volume of these
materials. For the development of the experimental study, physical
characterization and mechanical characterization tests were performed, such as
direct shear tests and densification. With results obtained from the direct shear
tests and the densification test, it can be seen that the mixtures B90BF10 and
B90PETT10 were more favorable to use as a waterproofing barrier for sanitary
landfills, in view of the increase in peak and residual, besides the increase of the
coefficient of densification (cv) and reduction of the permeability (k).
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