Título: | COMPRESSIBILITY CHARACTERISTICS OF A SOFT CLAY FROM THE SANTA CRUZ INDUSTRIAL ZONE, RIO DE JANEIRO | |||||||
Autor: |
ANA CAROLINA SOUZA LIMA DE CAMPOS |
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Colaborador(es): |
FRANKLIN DOS SANTOS ANTUNES - Orientador TACIO MAURO PEREIRA DE CAMPOS - Orientador |
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Catalogação: | 23/MAI/2007 | 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=9972&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=9972&idi=2 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.9972 | |||||||
Resumo: | ||||||||
A large research work comprising extensive field and
laboratory
investigations on a soft clay deposit located in the
Industrial Zone of Santa
Cruz, Rio de Janeiro, RJ, is being developed at PUC-Rio
since 2005.
Occurrences of settlement of structures built in this
region have been reported
since the end of the decade of 1970. This work presents
results of laboratory
studies aiming at the characterization of the soft clay
deposit and the
determination of compressibility and consolidation
parameters of the clay. The
experimental program developed comprised physical-chemical-
mineralogical
characterization of samples from the soil profile and the
execution of oedometric
consolidation tests and hydrostatic and anisotropic
triaxial tests. The
experiments in oedometric cells comprised conventional
tests and tests with
measurement of permeability and determination of secondary
compression.
Aspects of quality of the samples are highlighted. The
obtained results
propitiated an estimation of the K0 of the normally
consolidated material, an
understanding of the present stage of consolidation of the
deposit and a
preliminary assessment of settlements that may still occur
in the site under the
present loading conditions.
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