Reliability analysis of pile foundations according to the new Brazilian standard for foundations design (2012)
- Authors:
- USP affiliated authors: AOKI, NELSON - EESC ; TSUHA, CRISTINA DE HOLLANDA CAVALCANTI - EESC
- Unidade: EESC
- Subjects: FUNDAÇÕES (ENGENHARIA); ESTACAS; GEOTECNIA
- Language: Inglês
- Imprenta:
- Publisher place: Kanazawa, Japan
- Date published: 2012
- Source:
- Título: Proceedings
- Conference titles: International Conference on Testing and Design Methods for Deep Foundations
-
ABNT
AOKI, Nelson e TSUHA, Cristina de Hollanda Cavalcanti. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design. 2012, Anais.. Kanazawa, Japan: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2012. Disponível em: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf. Acesso em: 21 jan. 2026. -
APA
Aoki, N., & Tsuha, C. de H. C. (2012). Reliability analysis of pile foundations according to the new Brazilian standard for foundations design. In Proceedings. Kanazawa, Japan: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf -
NLM
Aoki N, Tsuha C de HC. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design [Internet]. Proceedings. 2012 ;[citado 2026 jan. 21 ] Available from: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf -
Vancouver
Aoki N, Tsuha C de HC. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design [Internet]. Proceedings. 2012 ;[citado 2026 jan. 21 ] Available from: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf - Centrifuge modelling of installation effects on helical anchor performance in sand
- Quality control of helical piles in sand
- Modelisation physique de pieux helicoïdaux dans du sable
- Modélisation physique de pieux hélicoidaux mis en place dans du sable
- Utilização do valor característico na análise de segurança e confiabilidade de estruturas e de fundações
- Physical modelling of helical screw piles in sand
- Relationship between installation torque and uplift capacity of deep helical piles in sand
- Physical modelling of helical pile anchors
- Fundações: ensaios estáticos e dinâmicos
- Determination of SPT end bearing and side friction resistances using static uplift tests
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