Zobrazeno 1 - 10
of 70
pro vyhledávání: '"André Luís Brasil Cavalcante"'
Autor:
Luan Carlos de Sena Monteiro Ozelim, Darym Júnior Ferrari de Campos, André Luís Brasil Cavalcante, José Camapum de Carvalho, Carlos Medeiros Silva
Publikováno v:
Geotechnics, Vol 2, Iss 2, Pp 457-466 (2022)
Historically, empirical relations are the basis of everyday foundation design. These relations, however, rely on specific datasets, which may not represent the true conditions observed in the field. Even in situ tests rely on empirical correlation fo
Externí odkaz:
https://doaj.org/article/079ecacf66af49429e23d37db9543026
Autor:
Luan Carlos de Sena Monteiro Ozelim, Darym Júnior Ferrari de Campos, André Luís Brasil Cavalcante, Jose Camapum de Carvalho
Publikováno v:
Axioms, Vol 12, Iss 4, p 340 (2023)
Understanding the soil mass and how it behaves is determinant to the quality and reliability of a foundation design. Normally, such behavior is predicted based on laboratory and in situ tests. In the big data era, instead of executing more tests, eng
Externí odkaz:
https://doaj.org/article/393020c3be354460acc3175b0653df5d
Autor:
Yawar Hussain, Omar Hamza, Xinghui Huang, André Carlos Silva, Cristobal Condori, Rogério Uagoda, André Luís Brasil Cavalcante
Publikováno v:
REM: International Engineering Journal, Vol 73, Iss 3, Pp 421-424 (2020)
Abstract Mudflow is often associated with seismic activities. The present study applied a seismic based detection of the surface waves generated by the mudflow of Brumadinho dam collapse using records of Brazilian Seismographic Network. The signal en
Externí odkaz:
https://doaj.org/article/330922bfc1e14417a4ca62353f918de0
Autor:
Luan Carlos de Sena Monteiro Ozelim, Lucas Parreira de Faria Borges, André Luís Brasil Cavalcante, Enzo Aldo Cunha Albuquerque, Mariana dos Santos Diniz, Manuelle Santos Góis, Katherin Rocio Cano Bezerra da Costa, Patrícia Figuereido de Sousa, Ana Paola do Nascimento Dantas, Rafael Mendes Jorge, Gabriela Rodrigues Moreira, Matheus Lima de Barros, Fernando Rodrigo de Aquino
Publikováno v:
Sensors, Vol 22, Iss 7, p 2482 (2022)
Internal erosion is the most important failure mechanism of earth and rockfill dams. Since this type of erosion develops internally and silently, methodologies of data acquisition and processing for dam monitoring are crucial to guarantee a safe oper
Externí odkaz:
https://doaj.org/article/2143761b278c4f918131c6abdcca64fd
Publikováno v:
Dyna, Vol 84, Iss 202, Pp 9-15 (2017)
This paper describes a methodology based on the Rosenblueth point estimate method to analyze the active earth pressure developed on retaining walls for c-f soil backfill under seismic loading conditions. The fundamentals of this methodology are to us
Externí odkaz:
https://doaj.org/article/cb3ea87fbced4bffbc994d787c6d1699
Publikováno v:
Revista Águas Subterrâneas, Vol 0, Iss 0 (2011)
A remediação de áreas contaminadas tem alcançado relevância no contexto ambiental mundial devido ao nível de exigência crescente por parte dos órgãos reguladores, como soluções a acidentes ambientais, tratamento de passivos ambientais e ad
Externí odkaz:
https://doaj.org/article/2fc223a100af403ebe0c1fd4c443a045
Publikováno v:
Acta Geotechnica. 16:3177-3186
Currently, there are debates on the relationship between the effective stress and shear strength of unsaturated soils. Thus, it is imperative to present an efficient method that could contribute to the existing knowledge in this aspect while ensuring
Autor:
Lucas Parreira de Faria Borges, André Luís Brasil Cavalcante, Luan Carlos de Sena Monteiro Ozelim
Publikováno v:
Water; Volume 14; Issue 15; Pages: 2421
Repositório Institucional da UnB
Universidade de Brasília (UnB)
instacron:UNB
Repositório Institucional da UnB
Universidade de Brasília (UnB)
instacron:UNB
Water flow in porous media is one of many phenomena in nature that can demonstrate both simple and complex behaviors. A soil–water retention curve (SWRC) is needed to characterize this flow properly. This curve relates the soil water content and th
Publikováno v:
Revista Científica de Pesquisa Aplicada à Engenharia. 5
Publikováno v:
International Journal of Geomechanics. 22
Mathematical modeling of unsaturated water seepage through soils uses the core concepts of continuum mechanics. More precisely, it combines the continuum mass balance equation and Darcy–Bu...