Filtros : "EESC-SGS" "Financiado pela CAPES." Removidos: "ku" "1959" Limpar

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  • Source: Journal of South American Earth Sciences. Unidade: EESC

    Subjects: MAPEAMENTO GEOLÓGICO, ESPAÇO URBANO, GEOTECNIA

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      NOLA, Iraydes Tálita de Sena e ZUQUETTE, Lázaro Valentin. Procedures of engineering geological mapping applied to urban planning in a data-scarce area: application in southern Brazil. Journal of South American Earth Sciences, v. 107, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.jsames.2020.103141. Acesso em: 22 jun. 2024.
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      Nola, I. T. de S., & Zuquette, L. V. (2021). Procedures of engineering geological mapping applied to urban planning in a data-scarce area: application in southern Brazil. Journal of South American Earth Sciences, 107, 1-19. doi:10.1016/j.jsames.2020.103141
    • NLM

      Nola IT de S, Zuquette LV. Procedures of engineering geological mapping applied to urban planning in a data-scarce area: application in southern Brazil [Internet]. Journal of South American Earth Sciences. 2021 ; 107 1-19.[citado 2024 jun. 22 ] Available from: https://doi.org/10.1016/j.jsames.2020.103141
    • Vancouver

      Nola IT de S, Zuquette LV. Procedures of engineering geological mapping applied to urban planning in a data-scarce area: application in southern Brazil [Internet]. Journal of South American Earth Sciences. 2021 ; 107 1-19.[citado 2024 jun. 22 ] Available from: https://doi.org/10.1016/j.jsames.2020.103141
  • Source: Frontiers in Built Environment. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, ATERROS, SEGURANÇA ESTRUTURAL, ESTRUTURAS, ESTRUTURAS

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      BELO, Jean Lucas dos Passos e SILVA, Jefferson Lins da. Reliability analysis of a controlled stage-constructed and reinforced embankment on soft ground using 2D and 3D models. Frontiers in Built Environment, v. 5, n. Ja 2020, 2020Tradução . . Disponível em: https://doi.org/10.3389/fbuil.2019.00150. Acesso em: 22 jun. 2024.
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      Belo, J. L. dos P., & Silva, J. L. da. (2020). Reliability analysis of a controlled stage-constructed and reinforced embankment on soft ground using 2D and 3D models. Frontiers in Built Environment, 5( Ja 2020). doi:10.3389/fbuil.2019.00150
    • NLM

      Belo JL dos P, Silva JL da. Reliability analysis of a controlled stage-constructed and reinforced embankment on soft ground using 2D and 3D models [Internet]. Frontiers in Built Environment. 2020 ; 5( Ja 2020):[citado 2024 jun. 22 ] Available from: https://doi.org/10.3389/fbuil.2019.00150
    • Vancouver

      Belo JL dos P, Silva JL da. Reliability analysis of a controlled stage-constructed and reinforced embankment on soft ground using 2D and 3D models [Internet]. Frontiers in Built Environment. 2020 ; 5( Ja 2020):[citado 2024 jun. 22 ] Available from: https://doi.org/10.3389/fbuil.2019.00150
  • Source: International Journal of Physical Modelling in Geotechnics. Unidade: EESC

    Subjects: ANCORAGEM, GEOTECNIA

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, L. Scale effect in centrifuge tests of helical anchors in sand. International Journal of Physical Modelling in Geotechnics, v. 4, p. 185-196, 2016Tradução . . Disponível em: https://doi.org/10.1680/jphmg.15.00047. Acesso em: 22 jun. 2024.
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      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2016). Scale effect in centrifuge tests of helical anchors in sand. International Journal of Physical Modelling in Geotechnics, 4, 185-196. doi:10.1680/jphmg.15.00047
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Scale effect in centrifuge tests of helical anchors in sand [Internet]. International Journal of Physical Modelling in Geotechnics. 2016 ; 4 185-196.[citado 2024 jun. 22 ] Available from: https://doi.org/10.1680/jphmg.15.00047
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Scale effect in centrifuge tests of helical anchors in sand [Internet]. International Journal of Physical Modelling in Geotechnics. 2016 ; 4 185-196.[citado 2024 jun. 22 ] Available from: https://doi.org/10.1680/jphmg.15.00047
  • Source: Proceedings. Conference titles: Canadian Geotechnical Conference. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO, GEOTECNIA, FUNDAÇÕES (ENGENHARIA)

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      LUKIANTCHUKI, Juliana Azoia e ESQUIVEL, Edmundo Rogério e BERNARDES, George de Paula. Interpretation of force and acceleration signals during hammer impact in ST tests. 2011, Anais.. Canada: Canadian Geotechnical Society, 2011. Disponível em: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf. Acesso em: 22 jun. 2024.
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      Lukiantchuki, J. A., Esquivel, E. R., & Bernardes, G. de P. (2011). Interpretation of force and acceleration signals during hammer impact in ST tests. In Proceedings. Canada: Canadian Geotechnical Society. Recuperado de https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
    • NLM

      Lukiantchuki JA, Esquivel ER, Bernardes G de P. Interpretation of force and acceleration signals during hammer impact in ST tests [Internet]. Proceedings. 2011 ;[citado 2024 jun. 22 ] Available from: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
    • Vancouver

      Lukiantchuki JA, Esquivel ER, Bernardes G de P. Interpretation of force and acceleration signals during hammer impact in ST tests [Internet]. Proceedings. 2011 ;[citado 2024 jun. 22 ] Available from: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf

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