Filtros : "SANTOS, THIAGO DA COSTA" Limpar

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  • Source: Proceedings. Conference titles: International Geotechnical Symposium on Helical Foundations. Unidade: EESC

    Subjects: SOLO TROPICAL, ANCORAGEM, GEOTECNIA

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    • ABNT

      HENRIQUEZ SANCHEZ, Loana et al. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil. 2013, Anais.. Amherst, MA, USA: University of Massachusetts, 2013. Disponível em: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf. Acesso em: 24 abr. 2026.
    • APA

      Henriquez Sanchez, L., Santos Filho, J. M. S. M. dos, Santos, T. da C., & Tsuha, C. de H. C. (2013). The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil. In Proceedings. Amherst, MA, USA: University of Massachusetts. Recuperado de https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
    • NLM

      Henriquez Sanchez L, Santos Filho JMSM dos, Santos T da C, Tsuha C de HC. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil [Internet]. Proceedings. 2013 ;[citado 2026 abr. 24 ] Available from: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
    • Vancouver

      Henriquez Sanchez L, Santos Filho JMSM dos, Santos T da C, Tsuha C de HC. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil [Internet]. Proceedings. 2013 ;[citado 2026 abr. 24 ] Available from: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
  • Unidade: EESC

    Subjects: ESTACAS HÉLICE CONTÍNUA E ÔMEGA, CAPACIDADE DE CARGA LATERAL, SOLO TROPICAL

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    • ABNT

      SANTOS, Thiago da Costa. Efeito da configuração das hélices na capacidade de carga à tração de estacas metálicas helicoidais em solo tropical. 2013. Dissertação (Mestrado) – Universidade de São Paulo, São Carlos, 2013. Disponível em: https://teses.usp.br/teses/disponiveis/18/18132/tde-22052013-101633/. Acesso em: 24 abr. 2026.
    • APA

      Santos, T. da C. (2013). Efeito da configuração das hélices na capacidade de carga à tração de estacas metálicas helicoidais em solo tropical (Dissertação (Mestrado). Universidade de São Paulo, São Carlos. Recuperado de https://teses.usp.br/teses/disponiveis/18/18132/tde-22052013-101633/
    • NLM

      Santos T da C. Efeito da configuração das hélices na capacidade de carga à tração de estacas metálicas helicoidais em solo tropical [Internet]. 2013 ;[citado 2026 abr. 24 ] Available from: https://teses.usp.br/teses/disponiveis/18/18132/tde-22052013-101633/
    • Vancouver

      Santos T da C. Efeito da configuração das hélices na capacidade de carga à tração de estacas metálicas helicoidais em solo tropical [Internet]. 2013 ;[citado 2026 abr. 24 ] Available from: https://teses.usp.br/teses/disponiveis/18/18132/tde-22052013-101633/
  • Source: Proceedings. Conference titles: International Conference on Geotechnical and Geophysical Site Characterization. Unidade: EESC

    Subjects: SOLO TROPICAL, ESTACAS, GEOTECNIA

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    • ABNT

      SANTOS, Thiago da Costa e TSUHA, Cristina de Hollanda Cavalcanti e GIACHETI, Heraldo Luiz. The use of CPT to evaluate the effect of helical pile installation in tropical soils. 2012, Anais.. London, United Kingdom: SIMSG, 2012. Disponível em: https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf. Acesso em: 24 abr. 2026.
    • APA

      Santos, T. da C., Tsuha, C. de H. C., & Giacheti, H. L. (2012). The use of CPT to evaluate the effect of helical pile installation in tropical soils. In Proceedings. London, United Kingdom: SIMSG. Recuperado de https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf
    • NLM

      Santos T da C, Tsuha C de HC, Giacheti HL. The use of CPT to evaluate the effect of helical pile installation in tropical soils [Internet]. Proceedings. 2012 ;[citado 2026 abr. 24 ] Available from: https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf
    • Vancouver

      Santos T da C, Tsuha C de HC, Giacheti HL. The use of CPT to evaluate the effect of helical pile installation in tropical soils [Internet]. Proceedings. 2012 ;[citado 2026 abr. 24 ] Available from: https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf

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