Filtros : "AREIA" "ESTACAS" Removido: "Espanhol" Limpar

Filtros



Refine with date range


  • Source: International Journal of Geotechnical Engineering. Unidade: EESC

    Subjects: ESTACAS, AREIA, CIMENTO, GEOTECNIA

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SANTOS FILHO, João Manoel Sampaio Mathias dos e MORAIS, Thaise da Silva Oliveira e TSUHA, Cristina de Hollanda Cavalcanti. Helical piles with cement injection in medium dense sand. International Journal of Geotechnical Engineering, v. 17, n. 4, p. 352-362, 2023Tradução . . Disponível em: http://dx.doi.org/10.1080/19386362.2023.2250200. Acesso em: 11 out. 2024.
    • APA

      Santos Filho, J. M. S. M. dos, Morais, T. da S. O., & Tsuha, C. de H. C. (2023). Helical piles with cement injection in medium dense sand. International Journal of Geotechnical Engineering, 17( 4), 352-362. doi:10.1080/19386362.2023.2250200
    • NLM

      Santos Filho JMSM dos, Morais T da SO, Tsuha C de HC. Helical piles with cement injection in medium dense sand [Internet]. International Journal of Geotechnical Engineering. 2023 ; 17( 4): 352-362.[citado 2024 out. 11 ] Available from: http://dx.doi.org/10.1080/19386362.2023.2250200
    • Vancouver

      Santos Filho JMSM dos, Morais T da SO, Tsuha C de HC. Helical piles with cement injection in medium dense sand [Internet]. International Journal of Geotechnical Engineering. 2023 ; 17( 4): 352-362.[citado 2024 out. 11 ] Available from: http://dx.doi.org/10.1080/19386362.2023.2250200
  • Source: International Journal of Civil Engineering. Unidade: EESC

    Subjects: REGRESSÃO LINEAR, ESTACAS, AREIA, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SILVA, Bruno Oliveira da e TSUHA, Cristina de Hollanda Cavalcanti e BECK, André Teófilo. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data. International Journal of Civil Engineering, v. 19, p. 1357-1368, 2021Tradução . . Disponível em: https://doi.org/10.1007/s40999-021-00647-3. Acesso em: 11 out. 2024.
    • APA

      Silva, B. O. da, Tsuha, C. de H. C., & Beck, A. T. (2021). A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data. International Journal of Civil Engineering, 19, 1357-1368. doi:10.1007/s40999-021-00647-3
    • NLM

      Silva BO da, Tsuha C de HC, Beck AT. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data [Internet]. International Journal of Civil Engineering. 2021 ; 19 1357-1368.[citado 2024 out. 11 ] Available from: https://doi.org/10.1007/s40999-021-00647-3
    • Vancouver

      Silva BO da, Tsuha C de HC, Beck AT. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data [Internet]. International Journal of Civil Engineering. 2021 ; 19 1357-1368.[citado 2024 out. 11 ] Available from: https://doi.org/10.1007/s40999-021-00647-3
  • Unidade: EESC

    Subjects: ESTACAS, FUNDAÇÕES POR ESTACAS, AREIA

    Acesso à fonteAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      ANNICCHINI, Matheus Morato. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia. 2020. Dissertação (Mestrado) – Universidade de São Paulo, São Carlos, 2020. Disponível em: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/. Acesso em: 11 out. 2024.
    • APA

      Annicchini, M. M. (2020). Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia (Dissertação (Mestrado). Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
    • NLM

      Annicchini MM. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia [Internet]. 2020 ;[citado 2024 out. 11 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
    • Vancouver

      Annicchini MM. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia [Internet]. 2020 ;[citado 2024 out. 11 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
  • Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC

    Subjects: ESTACAS, AREIA, PERFURAÇÃO, GEOTECNIA

    PrivadoHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Study on the installation effect of helical piles in very dense sand. 2020, Anais.. Lulea, Sweden: Lulea University of Technology, 2020. Disponível em: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf. Acesso em: 11 out. 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2020). Study on the installation effect of helical piles in very dense sand. In Proceedings. Lulea, Sweden: Lulea University of Technology. Recuperado de https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand [Internet]. Proceedings. 2020 ;[citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand [Internet]. Proceedings. 2020 ;[citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
  • Source: E3S Web of Conferences. Conference titles: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC

    Subjects: ESTACAS, AREIA, GEOTECNIA

    Versão PublicadaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SPAGNOLI, Giovanni e TSUHA, Cristina de Hollanda Cavalcanti. Review of torque models for offshore helical piles. E3S Web of Conferences. Les Ulis: EDP Sciences. Disponível em: https://doi.org/10.1051/e3sconf/202020512007. Acesso em: 11 out. 2024. , 2020
    • APA

      Spagnoli, G., & Tsuha, C. de H. C. (2020). Review of torque models for offshore helical piles. E3S Web of Conferences. Les Ulis: EDP Sciences. doi:10.1051/e3sconf/202020512007
    • NLM

      Spagnoli G, Tsuha C de HC. Review of torque models for offshore helical piles [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 out. 11 ] Available from: https://doi.org/10.1051/e3sconf/202020512007
    • Vancouver

      Spagnoli G, Tsuha C de HC. Review of torque models for offshore helical piles [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 out. 11 ] Available from: https://doi.org/10.1051/e3sconf/202020512007
  • Source: Anais. Conference titles: Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica - COBRAMSEG. Unidade: EESC

    Subjects: ESTACAS, AREIA, GEOTECNIA

    Versão PublicadaHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SILVA, Diego Moreira da e TSUHA, Cristina de Hollanda Cavalcanti. A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand. 2018, Anais.. São Paulo, SP: ABMS, 2018. Disponível em: https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf. Acesso em: 11 out. 2024.
    • APA

      Silva, D. M. da, & Tsuha, C. de H. C. (2018). A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand. In Anais. São Paulo, SP: ABMS. Recuperado de https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf
    • NLM

      Silva DM da, Tsuha C de HC. A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand [Internet]. Anais. 2018 ;[citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf
    • Vancouver

      Silva DM da, Tsuha C de HC. A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand [Internet]. Anais. 2018 ;[citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf
  • Source: Journal of Waterway, Port, Coastal, and Ocean Engineering. Unidade: EESC

    Subjects: ESTACAS, AREIA, GEOTECNIA

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SPAGNOLI, Giovanni et al. Estimation of uplift capacity and installation power of helical piles in sand for offshore structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 144, n. 6, p. 1-11, 2018Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)WW.1943-5460.0000471. Acesso em: 11 out. 2024.
    • APA

      Spagnoli, G., Tsuha, C. de H. C., Oreste, P., & Mendez Solarte, C. M. (2018). Estimation of uplift capacity and installation power of helical piles in sand for offshore structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 144( 6), 1-11. doi:10.1061/(ASCE)WW.1943-5460.0000471
    • NLM

      Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Estimation of uplift capacity and installation power of helical piles in sand for offshore structures [Internet]. Journal of Waterway, Port, Coastal, and Ocean Engineering. 2018 ; 144( 6): 1-11.[citado 2024 out. 11 ] Available from: https://doi.org/10.1061/(ASCE)WW.1943-5460.0000471
    • Vancouver

      Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Estimation of uplift capacity and installation power of helical piles in sand for offshore structures [Internet]. Journal of Waterway, Port, Coastal, and Ocean Engineering. 2018 ; 144( 6): 1-11.[citado 2024 out. 11 ] Available from: https://doi.org/10.1061/(ASCE)WW.1943-5460.0000471
  • Source: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). Conference titles: International Conference on Physical Modelling in Geotechnics - ICPMG2014. Unidade: EESC

    Subjects: ESTACAS, ANCORAGEM, AREIA, GEOTECNIA

    Versão PublicadaHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti et al. Centrifuge modelling of installation effects on helical anchor performance in sand. CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). Tradução . London, United Kingdom: Taylor & Francis, 2014. . Disponível em: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf. Acesso em: 11 out. 2024.
    • APA

      Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2014). Centrifuge modelling of installation effects on helical anchor performance in sand. In CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis. Recuperado de https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
    • NLM

      Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Centrifuge modelling of installation effects on helical anchor performance in sand [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
    • Vancouver

      Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Centrifuge modelling of installation effects on helical anchor performance in sand [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
  • Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: ESTACAS, AREIA

    Acesso à fonteHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      SILVA, Matias et al. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable. 2013, Anais.. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. Disponível em: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf. Acesso em: 11 out. 2024.
    • APA

      Silva, M., Foray, P. Y., Rimoy, S., Jardine, R. J., Tsuha, C. de H. C., & Zhongxuan, Y. (2013). Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable. In Proceedings. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
    • NLM

      Silva M, Foray PY, Rimoy S, Jardine RJ, Tsuha C de HC, Zhongxuan Y. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable [Internet]. Proceedings. 2013 ;[citado 2024 out. 11 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
    • Vancouver

      Silva M, Foray PY, Rimoy S, Jardine RJ, Tsuha C de HC, Zhongxuan Y. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable [Internet]. Proceedings. 2013 ;[citado 2024 out. 11 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
  • Conference titles: Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica. Unidade: EESC

    Subjects: FUNDAÇÕES PROFUNDAS, ESTACAS, CAPACIDADE DE CARGA LATERAL, AREIA

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. 2008, Anais.. Búzios: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 11 out. 2024.
    • APA

      Tsuha, C. de H. C., & Aoki, N. (2008). Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. In . Búzios: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Tsuha C de HC, Aoki N. Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. 2008 ;[citado 2024 out. 11 ]
    • Vancouver

      Tsuha C de HC, Aoki N. Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. 2008 ;[citado 2024 out. 11 ]
  • Source: Supplementary Contributions by the Brazilian Society for Soil Mechanics. Conference titles: International Conference on Soil Mechanics and Foundation Engineering. Unidade: EESC

    Subjects: ESTACAS, AREIA

    Versão PublicadaHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      CINTRA, José Carlos A e ALBIERO, J H. Effect de groupe sur modeles de pieux enfonces dans le e sable. 1989, Anais.. Rio de Janeiro: Abms, 1989. Disponível em: https://repositorio.usp.br/directbitstream/14173d86-5689-45bd-9d52-ae632676098e/PROD_001758_SYSNO_793308.pdf. Acesso em: 11 out. 2024.
    • APA

      Cintra, J. C. A., & Albiero, J. H. (1989). Effect de groupe sur modeles de pieux enfonces dans le e sable. In Supplementary Contributions by the Brazilian Society for Soil Mechanics. Rio de Janeiro: Abms. Recuperado de https://repositorio.usp.br/directbitstream/14173d86-5689-45bd-9d52-ae632676098e/PROD_001758_SYSNO_793308.pdf
    • NLM

      Cintra JCA, Albiero JH. Effect de groupe sur modeles de pieux enfonces dans le e sable [Internet]. Supplementary Contributions by the Brazilian Society for Soil Mechanics. 1989 ;[citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/14173d86-5689-45bd-9d52-ae632676098e/PROD_001758_SYSNO_793308.pdf
    • Vancouver

      Cintra JCA, Albiero JH. Effect de groupe sur modeles de pieux enfonces dans le e sable [Internet]. Supplementary Contributions by the Brazilian Society for Soil Mechanics. 1989 ;[citado 2024 out. 11 ] Available from: https://repositorio.usp.br/directbitstream/14173d86-5689-45bd-9d52-ae632676098e/PROD_001758_SYSNO_793308.pdf

Digital Library of Intellectual Production of Universidade de São Paulo     2012 - 2024