Título: | NUMERICAL ANALYSIS OF THE DYNAMICAL BEHAVIOR OF MACHINE FOUNDATIONS | ||||||||||||
Autor: |
GABRIEL OLIVEIRA FREITAS SANTOS |
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Colaborador(es): |
CELSO ROMANEL - Orientador |
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Catalogação: | 25/JAN/2021 | 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=51334&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=51334&idi=2 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.51334 | ||||||||||||
Resumo: | |||||||||||||
This paper analyzes dynamic vertical loadings due to machine
foundations on embedded foundations. Combinations of shallow and deep
foundations, to pile raft foundations, are analyzed using diferent approaches.
First, solutions of Novak and Beredugo combined with Novak and El-
Sharnouby, using additional settlement ratios from Poulos and Davis. Then it
is compared to simplified embedded shallow foundations solutions by Wolf
combined with Novak and El-Sharnouby, using dynamic additional
settlement ratio obtained by finite elements on this paper. Settlements
obtained on the steady state regime are compared to the values obtained by
tridimensional finite elements using the program Plaxis 3D, proving the
efficiency of dynamic additional settlement ratio and the simplified model of
shallow foundations by Wolf.
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