Use este identificador para citar ou linkar para este item: https://repositorio.ufrn.br/handle/123456789/30531
Título: Experimental and numerical analyses of a deep foundation containing a single defective pile
Autor(es): Freitas Neto, Osvaldo de
Cunha, Renato Pinto da
Albuquerque, Paulo J. R. de
Garcia, Jean Rodrigo
Santos Júnior, Olavo Francisco dos
Palavras-chave: Numerical analysis;Instrumentation;Bored pile;Defective piles;Loading test
Data do documento: 8-Jun-2020
Editor: Associação Brasileira de Ciências Mecânicas
Referência: FREITAS NETO, Osvaldo de; CUNHA, Renato Pinto da; ALBUQUERQUE, Paulo J. R. de; GARCIA, Jean Rodrigo; SANTOS JÚNIOR, Olavo F. dos. Experimental and numerical analyses of a deep foundation containing a single defective pile. Latin American Journal of Solids and Structures, v. 17, p. e270, 2020. Disponível em: https://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252020000300510&tlng=en. Acesso em: 27 out. 2020. https://doi.org/10.1590/1679-78255827
Resumo: The methodologies for designing pile foundations can be complex since the simultaneous interactions among the block, piles and surrounding soil should be taken into account. Therefore, in addition to the discussions on construction, instrumentation, testing and simulation of a defective pile, this paper discusses the practical issues arising from the observed numerical using three-dimensional finite elements and experimental studies. The main issues discussed in this paper refer to as the decrease in load capacity of bored instrumented piles when subjected to a structural defect. It was observed in the results that given the presence of the defect, the failure load of the system has decreased from 190 kN to 110 kN, i.e. around 40% reduction of the intact reference value. Using the data obtained by numerical analysis, laboratory test, and field application, it was possible that the results were satisfactory and reasonable, enhancing our understanding of this complex foundation system’s behavior, especially in the presence of a defective pile
URI: https://repositorio.ufrn.br/handle/123456789/30531
ISSN: 1679-7817
1679-7825
Aparece nas coleções:CT - DCIV - Artigos publicados em periódicos

Arquivos associados a este item:
Arquivo Descrição TamanhoFormato 
ExperimentalAndNumericalAnalyses_SantosJunior_2020.pdf1,96 MBAdobe PDFThumbnail
Visualizar/Abrir


Este item está licenciada sob uma Licença Creative Commons Creative Commons