Zobrazeno 1 - 10
of 73
pro vyhledávání: '"FERNANDO SABOYA"'
Autor:
Guilherme Venturin Guizardi, Rodrigo Martins Reis, Sérgio Tibana, Fernando Saboya Albuquerque Júnior
Publikováno v:
Geotecnia, Iss 147 (2019)
O presente estudo é de carregamento de estacas isoladas em diferentes direções, sendo utilizado uma centrífuga geotécnica para a modelagem. Os ensaios foram executados com areia fofa, DR = 30%. Utilizou-se um recipiente cilíndrico e o processo
Externí odkaz:
https://doaj.org/article/bdf5b894b8fe4d51afe3bc831fb03fdd
Autor:
Hiden Jaime Machaca Huancollo, Fernando Saboya, Sérgio Tibana, John Scott McCartney, Ricardo Garske Borges
Publikováno v:
Geotechnical Testing Journal, vol 46, iss 3
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::31017f23a94aac70b069e855226cc56b
https://escholarship.org/uc/item/7t29v1j8
https://escholarship.org/uc/item/7t29v1j8
Publikováno v:
Soils and Rocks, vol 45, iss 1
Soils and Rocks, Volume: 45, Issue: 1, Article number: e2022000822, Published: 18 MAR 2022
Soils and Rocks, Volume: 45, Issue: 1, Article number: e2022000822, Published: 18 MAR 2022
This study presents the results from centrifuge modeling experiments performed to understand the effects of temperature changes on the vertical pullout capacity of scale-model torpedo piles embedded in soft clay layers. The model torpedo pile is a po
Publikováno v:
Geotechnical and Geological Engineering, vol 40, iss 5
Autor:
Thamara Fonte-Boa, Rodrigo Martins Reis, Fernando Saboya, Sérgio Tibana, Marcio de Souza Soares de Almeida, Maria Esther Soares Marques
Publikováno v:
Geotechnical and Geological Engineering. 39:2955-2967
This paper presents a geotechnical centrifuge model of an embankment built in stages, over a 6.0 m layer of soft soil reinforced with nine floating granular columns arranged in a 3 × 3 square grid. The container was divided in two compartments where
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
Mechanical response of buried pipes subjected to vehicle live loads acting on the ground surface has been exhaustively studied in the past decades. However, it remains an open subject especially for cases where the load is not necessarily positioned
Autor:
Marina de Souza Ferreira, Fernando Saboya Albuquerque Junior, Sérgio Tibana, Ricardo Garske Borges
Publikováno v:
Soils and Rocks, Volume: 45, Issue: 1, Article number: e2022078021, Published: 23 MAR 2022
The anchoring of floating platforms is one of many processes in the oil industry that requires innovative strategies. In this respect, there is interest in developing techniques that improve the shear strength of soft soils in order to increase the b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e6d3dc017517a499e65721a72456b9c0
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000100408&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000100408&lng=en&tlng=en
Data regarding energy pile behavior in tropical climate regions is not as readily available as in temperate climate regions, which are generally heating dominated (i.e., focused on extracting heat from a relatively cool subsurface). Further, there ha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0852ba6dcc280477f78f153c2b7d70d7
https://escholarship.org/uc/item/7hh1z63k
https://escholarship.org/uc/item/7hh1z63k
Autor:
Thiago Henrique Carvalho de Souza, Isabella Cristina Morales, Rodiney Pinheiro Denevitz, Fernanda Antunes, Eduardo Atem, Fernando Saboya, Rodrigo Luis Silva, Marcos Felipe Ribeiro Menezes, Jussara Peters Scheffer, André Lacerda de Abreu Oliveira
Publikováno v:
Acta Scientiae Veterinariae; v. 50 (2022): ARTICLES
Background: Orthopedic implants are commonly used for different types of surgical procedures to gain optimal function and to provide stability to both bones and tendon structures. When inserting these implants, the characteristics of the material are
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.