Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Thiago Bomjardim Porto"'
Autor:
Thiago Bomjardim Porto, Armando Belato Pereira, Cláudio Márcio Ribeiro, Thiago Pena Bortone, Antônio Ribeiro de Oliveira Neto
Publikováno v:
REM: International Engineering Journal, Vol 74, Iss 2, Pp 145-153 (2021)
Abstract This article presents a study of the factors that influence the mechanism of soil-structure interaction with a pilot building having concrete walls and their impact on their performance. To illustrate the studies carried out, a numerical mod
Externí odkaz:
https://doaj.org/article/aa27de8f8e4f4de9bcafed6f094fcb13
Publikováno v:
REM: International Engineering Journal, Vol 74, Iss 1, Pp 9-18 (2021)
Abstract The Brazilian standard pertinent to the design and execution of foundations, NBR 6122/2019, establishes that the safety inspection of foundations of a given project must be conducted based on compliance with specified safety factors. Safety
Externí odkaz:
https://doaj.org/article/3675211a7de84bd8afbd0c465a3267b3
Autor:
Armando Belato Pereira, Thiago Bomjardim Porto, Romero César Gomes, Raphael Lucio Reis dos Santos, João Marcos Guimarães Rabelo
Publikováno v:
REM: International Engineering Journal, Vol 73, Iss 4, Pp 463-475 (2020)
Abstract This article presents a study on the performance of semi-empirical methods based on the Standard Penetration Test (SPT) for the prediction of bearing capacity already disseminated in the practice of Brazilian Foundation Engineering (Aoki and
Externí odkaz:
https://doaj.org/article/6877a576d27c440da93801a69217283c
Estudo do dimensionamento do bulbo ancorado de tirantes através da análise de ensaios de recebimento
Publikováno v:
Geotecnia, Iss 151 (2021)
A técnica de estruturas de contenção com ancoragens reinjetáveis e protendidas é muito utilizada no Brasil, mas há ainda muito o que se estudar sobre a determinação da carga de ruptura geotécnica e o dimensionamento do bulbo ancorado. Para o
Externí odkaz:
https://doaj.org/article/26798b87d6a547a59aa25167393162f7
Publikováno v:
REM: International Engineering Journal, Vol 71, Iss 4, Pp 513-519
Abstract In this study, a ground anchored wall located in Belo Horizonte containing 295 anchorages in a sandy silt soil was analyzed. The load capacity of all the anchors was calculated by extrapolation of the receipt tests by the Van der Veen method
Externí odkaz:
https://doaj.org/article/ba9be430d21e419abb1ce56f93bed3ed
Autor:
Thiago Bomjardim Porto
Publikováno v:
Biblioteca Digital de Teses e Dissertações da UFMGUniversidade Federal de Minas GeraisUFMG.
This dissertation presents a study of factors that influence the soil-structure interaction mechanism in buildings and their implications on the behavior of them. Firstly, an extensive bibliographical review was made, and this study broached the main
Externí odkaz:
http://hdl.handle.net/1843/PASA-875JDA
Estudo do dimensionamento do bulbo ancorado de tirantes através da análise de ensaios de recebimento
Publikováno v:
Geotecnia. :89-104
A técnica de estruturas de contenção com ancoragens reinjetáveis e protendidas é muito utilizada no Brasil, mas há ainda muito o que se estudar sobre a determinação da carga de ruptura geotécnica e o dimensionamento do bulbo ancorado. Para o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::325c84a26d8f6c7b0ca9c22ed54dc97f
https://doi.org/10.24849/j.geot.2021.151.06
https://doi.org/10.24849/j.geot.2021.151.06
Autor:
Raphael Lucio Reis dos Santos, Thiago Bomjardim Porto, João Marcos Guimarães Rabelo, Armando Belato Pereira, Romero César Gomes
Publikováno v:
Brazilian Journal of Development. 6:5948-5976
Esta pesquisa apresenta um estudo acerca do desempenho de metodos semiempiricos com base em ensaios do tipo Standard Penetration Test (SPT) para a previsao de capacidade de carga geotecnica amplamente difundidos na pratica da Engenharia de Fundacoes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::593de4c35ce2f3fc020257942c29c5e8
https://doi.org/10.34117/bjdv6n2-049
https://doi.org/10.34117/bjdv6n2-049
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e400a260b09968ad7e0ef652e5b68a49
https://doi.org/10.4322/cobramseg.2022.1019
https://doi.org/10.4322/cobramseg.2022.1019
Publikováno v:
Brazilian Journal of Development. 5:31913-31949
Esta pesquisa realizou o dimensionamento atraves do metodo semiempirico de Decourt-Quaresma (1978;1996) de estacas do tipo helice continua, acrescido de uma analise de um conjunto de 8 provas de cargas estaticas realizadas em Sinop – MT. Observou-s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95b0a1c397f1281931793712c3a959eb
https://doi.org/10.34117/bjdv5n12-275
https://doi.org/10.34117/bjdv5n12-275