Zobrazeno 1 - 10
of 51
pro vyhledávání: '"Faiçal Massad"'
Autor:
Thaís Lucouvicz Dada, Faiçal Massad
Publikováno v:
Geotecnia, Iss 143 (2018)
O ensaio bidirecional (Silva, 1983) tem sido cada vez mais utilizado na verificação do comportamento de estacas carregadas axialmente. Há várias metodologias de interpretação para a obtenção da curva carga-recalque equivalente para carregamen
Externí odkaz:
https://doaj.org/article/4581f11991cd4b8ca78ec98e683c84a7
Autor:
Daniel Murakami, Faiçal Massad
Publikováno v:
Geotecnia, Iss 137 (2016)
Este trabalho tem como objetivo apresentar um caso de obra onde se utilizou o procedimento proposto por Murakami (2015) para a realização de análises com o CAPWAP (Case Pile Wave Analysis Program). O procedimento permite determinar o valor do quak
Externí odkaz:
https://doaj.org/article/3cf958a8d6504af4a5f850dcbdc1ed6e
Interpretation of bi-directional tests on piles with the evaluation of stress relief at the pile toe
Autor:
Faiçal Massad, Thaís Lucouvicz Dada
Publikováno v:
Soils and Rocks. 44:1-5
This paper presents the interpretation of bi-directional load tests performed on three auger piles, in the city of São Paulo, Brazil, using a method based on transfer functions for the shaft and toe. Elastic shortenings of the shaft were directly me
Publikováno v:
Soils and Rocks, Volume: 45, Issue: 2, Article number: e2022075221, Published: 16 MAR 2022
The paper presents a comparative study between semi-empirical methods for the estimation of pre-consolidation pressure and undrained shear strength from Piezocone (CPTu) data. The first method, proposed by Massad, was developed from observing the var
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9178cc3b6d948b52ea9047077511aa75
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000200401&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000200401&lng=en&tlng=en
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.
Autor:
Faiçal Massad
Publikováno v:
Soils and Rocks, Volume: 44, Issue: 2, Article number: e2021061921, Published: 09 JUN 2021
The advances in pile monitoring have motivated attempts to support dynamic formulas to estimate pile bearing capacity. Based on numerical analysis of the wave equation and the results of dynamic loading tests in three piles the paper deals with the i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3e2cf1cceadbf48de899aa1c576fe95e
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000200401&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000200401&lng=en&tlng=en
Autor:
Faiçal Massad, André Querelli
Publikováno v:
Soils and Rocks. 42:179-189
Autor:
Yasuko Tezuka, Faiçal Massad, Homero Antunes de Araujo Filho, Paulo Teixeira da Cruz, Milton Assis Kanji, Kokei Uehara, Hideki Ishitani
Publikováno v:
International Journal of Erosion Control Engineering. 11:39-50
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.
Autor:
Ivan Steinmeyer, Márcio Angelieri Cunha, Marcos Saito de Paula, Bruno Paulo Goulart, Faiçal Massad
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.