Título: | EFFECTS OF A CAUSTIC LIQUEUR ON THE SHEAR STRENGTH OF A SIENITIC RESIDUAL SOIL AND A COLLUVIUM, UNDEFORMED | |||||||
Autor: |
TAISE MONIQUE DE OLIVEIRA CARVALHO |
|||||||
Colaborador(es): |
TACIO MAURO PEREIRA DE CAMPOS - Orientador FRANKLIN DOS SANTOS ANTUNES - Coorientador |
|||||||
Catalogação: | 30/JAN/2007 | Língua(s): | PORTUGUESE - BRAZIL |
|||||
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. |
|||||||
Referência(s): |
[pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=9509&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=9509&idi=2 |
|||||||
DOI: | https://doi.org/10.17771/PUCRio.acad.9509 | |||||||
Resumo: | ||||||||
This work presents a study concerning the influence of an
alkaline fluid in
the shear strength of two soils originating from Poços de
Caldas-MG, which one
of them is a sienitic residual and the other a colluvium.
For that, it was elaborated
an experimental program consisting of the execution of CIU
triaxial (residual soil)
and direct shear (colluvium) tests. The tests were
performed with the soils in the
natural and contaminated states. The soils were
contaminated through total or
partial substitution of the pore fluids for a caustic
liqueur, a residue originating
from alumina production process. In order to provide
better support for the
analysis of strength tests results, it were performed
physical, chemistry and
mineralogical characterization tests, with the soils in
both states. The
experimental program results have shown that the liqueur
causes loss of strength
in both soils.
|
||||||||