Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Silva Carlos Medeiros"'
Autor:
Monteiro Fernando Feitosa, da Cunha Renato Pinto, de Aguiar Marcos Fábio Porto, Silva Carlos Medeiros
Publikováno v:
MATEC Web of Conferences, Vol 337, p 03011 (2021)
Bearing capacity of single piles are occasionally predicted using the renowned theoretical methods (α and β methods). These methods are based on laboratory tests, which can be time-consuming, but also applicable in foundation engineering practice f
Externí odkaz:
https://doaj.org/article/c5cabc2a7e5f4098aa0b0eba060dcdce
Publikováno v:
Soils and Rocks, Volume: 46, Issue: 2, Article number: e2023012522, Published: 02 JUN 2023
The prediction of load capacity and the control of the execution of the Continuous Flight Auger (CFA) piles are often exercised with components of empiricism and intuition. This fact is often added to the uncertainties arising from the formation of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______608::04c8cad9be26a430e51472a629f23d72
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752023000200508&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752023000200508&lng=en&tlng=en
Autor:
Campos, Darym Júnior Ferrari de, Ozelim, Luan Carlos de Sena Monteiro, Cavalcante, André Luís Brasil, Silva, Carlos Medeiros, Carvalho, José Camapum de
Publikováno v:
Soils and Rocks, Volume: 45, Issue: 2, Article number: e2022000622, Published: 13 JUN 2022
Allying technology, theory and engineering practice is one of the main challenges of modern foundation engineering. Current foundation and retaining walls designs may lead to oversizing or undersizing due to the spatial variability of the stratigraph
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______608::f66e83dbcd33966ee634b7a53cdd7d88
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000200411&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000200411&lng=en&tlng=en
Autor:
Ozelim, Luan Carlos de Sena Monteiro, Ferrari de Campos, Darym Júnior, Cavalcante, André Luís Brasil, Camapum de Carvalho, José, Silva, Carlos Medeiros
Publikováno v:
Geotechnics; Jun2022, Vol. 2 Issue 2, p457-466, 10p
Autor:
de Campos, T.M.P., Marinho, F.A.M., Gitirana Jr., G.F.N., Mascarenha, M.M.A., Monteiro, Fernando Feitosa, da Cunha, Renato Pinto, de Aguiar, Marcos Fábio Porto, Silva, Carlos Medeiros
Publikováno v:
MATEC Web of Conferences; 4/26/2021, Vol. 337, p1-7, 7p
Autor:
Silva, Carlos Medeiros
Publikováno v:
Repositório Institucional da UnBUniversidade de BrasíliaUNB.
Tese (Doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, 2011.
Submitted by Albânia Cézar de Melo (albania@bce.unb.br) on 2012-05-14T16:42:25Z No. of bitstreams: 1 2011_CarlosMedeiros
Submitted by Albânia Cézar de Melo (albania@bce.unb.br) on 2012-05-14T16:42:25Z No. of bitstreams: 1 2011_CarlosMedeiros
Externí odkaz:
http://repositorio.unb.br/handle/10482/10456
Autor:
Silva, Carlos Medeiros
Publikováno v:
Repositório Institucional da UnB
Universidade de Brasília (UnB)
instacron:UNB
Universidade de Brasília (UnB)
instacron:UNB
Tese (Doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, 2011. Esta tese apresenta a metodologia SCCAP, desenvolvida para o controle da execução de estaqueamentos tipo hélice contínua. A
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::2b922fcc84edea6426976ccff1498a78
http://repositorio.unb.br/handle/10482/10456
http://repositorio.unb.br/handle/10482/10456
Autor:
Silva, Carlos Medeiros
Publikováno v:
Repositório Institucional do STJ
Superior Tribunal de Justiça (STJ)
instacron:STJ
Superior Tribunal de Justiça (STJ)
instacron:STJ
Submitted by Eliana null (leila@stj.jus.br) on 2018-08-08T17:04:13Z No. of bitstreams: 2 funcionario_publico_direito_silva.pdf: 631385 bytes, checksum: 0abba986c4f149224f4d1df9734a7082 (MD5) license.txt: 1239 bytes, checksum: c9b4c351324448672315a008
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::028c211ec1ab3b267905f1a93d418abf
https://bdjur.stj.jus.br/jspui/handle/2011/124618
https://bdjur.stj.jus.br/jspui/handle/2011/124618
Autor:
Silva, Carlos Medeiros
Publikováno v:
Repositório Institucional do STJ
Superior Tribunal de Justiça (STJ)
instacron:STJ
Superior Tribunal de Justiça (STJ)
instacron:STJ
Submitted by Eliana null (leila@stj.jus.br) on 2018-08-09T16:18:02Z No. of bitstreams: 2 acumulacao_remunerada_pessoal_silva.pdf: 292684 bytes, checksum: 809b993fa76d6ab936d22c94d4cf76e7 (MD5) license.txt: 1239 bytes, checksum: c9b4c351324448672315a0
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::7d917d99de0d5182ef750000d75d38c1
https://bdjur.stj.jus.br/jspui/handle/2011/124177
https://bdjur.stj.jus.br/jspui/handle/2011/124177
Autor:
Hortegal, Mylane Viana
Publikováno v:
Repositório Institucional da UnB
Universidade de Brasília (UnB)
instacron:UNB
Universidade de Brasília (UnB)
instacron:UNB
Tese (doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Departamento de Engenharia Civil e Ambiental, 2016. Atualmente, a grande maioria das obras de fundações utilizam estacas hélice contínuas em sua execução devido à agilidade
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::b0565d1ca1ea15362f28b3e2ed6485e0
http://repositorio.unb.br/handle/10482/22636
http://repositorio.unb.br/handle/10482/22636