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Filtros : "EESC-SGS" "Japão" Limpar

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  • Artigo de periodico

    Behaviour of displacement piles in sand under cyclic axial loading (2012)

    Tsuha, Cristina de Hollanda Cavalcanti; Foray, Pierre Y.; Jardine, Richard J.; Zhongxuan, Yang; Silva, Matias; Rimoy, Siya

    Source: Soils and Foundations. Unidade: EESC

    Subjects: CARREGAMENTO CÍCLICO, TENSÃO DOS MATERIAIS, DESLOCAMENTO (GEOLOGIA ESTRUTURAL)

    Acesso à fonteDOIHow to cite
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    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti et al. Behaviour of displacement piles in sand under cyclic axial loading. Soils and Foundations, v. 52, n. 3, p. 393-410, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.sandf.2012.05.002. Acesso em: 06 nov. 2024.

    • APA

      Tsuha, C. de H. C., Foray, P. Y., Jardine, R. J., Zhongxuan, Y., Silva, M., & Rimoy, S. (2012). Behaviour of displacement piles in sand under cyclic axial loading. Soils and Foundations, 52( 3), 393-410. doi:10.1016/j.sandf.2012.05.002

    • NLM

      Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Behaviour of displacement piles in sand under cyclic axial loading [Internet]. Soils and Foundations. 2012 ; 52( 3): 393-410.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.sandf.2012.05.002

    • Vancouver

      Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Behaviour of displacement piles in sand under cyclic axial loading [Internet]. Soils and Foundations. 2012 ; 52( 3): 393-410.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.sandf.2012.05.002

  • Trabalho de evento

    Reliability analysis of pile foundations according to the new Brazilian standard for foundations design (2012)

    Aoki, Nelson; Tsuha, Cristina de Hollanda Cavalcanti

    Source: Proceedings. Conference titles: International Conference on Testing and Design Methods for Deep Foundations. Unidade: EESC

    Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, GEOTECNIA

    PrivadoHow to cite
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    • 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: 06 nov. 2024.

    • 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 2024 nov. 06 ] 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 2024 nov. 06 ] 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

  • Artigo de periodico

    The impact efficiency obtained from static load test performed on the SPT sampler (2007)

    Aoki, Nelson; Esquivel, Edmundo Rogério; Neves, Luis Fernando de Seixas; Cintra, José Carlos Angelo

    Source: Soils and Foundations. Unidade: EESC

    Subjects: ESTÁTICA, ENERGIA, ANÁLISE DO SOLO (TESTES)

    Acesso à fonteDOIHow to cite
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    • ABNT

      AOKI, Nelson et al. The impact efficiency obtained from static load test performed on the SPT sampler. Soils and Foundations, v. 47, n. 6, p. 1045-1052, 2007Tradução . . Disponível em: https://doi.org/10.3208/sandf.47.1045. Acesso em: 06 nov. 2024.

    • APA

      Aoki, N., Esquivel, E. R., Neves, L. F. de S., & Cintra, J. C. A. (2007). The impact efficiency obtained from static load test performed on the SPT sampler. Soils and Foundations, 47( 6), 1045-1052. doi:10.3208/sandf.47.1045

    • NLM

      Aoki N, Esquivel ER, Neves LF de S, Cintra JCA. The impact efficiency obtained from static load test performed on the SPT sampler [Internet]. Soils and Foundations. 2007 ; 47( 6): 1045-1052.[citado 2024 nov. 06 ] Available from: https://doi.org/10.3208/sandf.47.1045

    • Vancouver

      Aoki N, Esquivel ER, Neves LF de S, Cintra JCA. The impact efficiency obtained from static load test performed on the SPT sampler [Internet]. Soils and Foundations. 2007 ; 47( 6): 1045-1052.[citado 2024 nov. 06 ] Available from: https://doi.org/10.3208/sandf.47.1045
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