Filtros : "International Journal of Geotechnical Engineering" Limpar

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

    Subjects: ESTACAS, AREIA, CIMENTO, GEOTECNIA

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    • 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: 18 fev. 2026.
    • 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 2026 fev. 18 ] 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 2026 fev. 18 ] Available from: http://dx.doi.org/10.1080/19386362.2023.2250200
  • Source: International Journal of Geotechnical Engineering. Unidade: EESC

    Subjects: SOLOS, ESTACAS, GEOTECNIA

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    • ABNT

      SPAGNOLI, Giovanni et al. Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils. International Journal of Geotechnical Engineering, v. 14, n. 5, p. 569-579, 2020Tradução . . Disponível em: https://doi.org/10.1080/19386362.2018.1452362. Acesso em: 18 fev. 2026.
    • APA

      Spagnoli, G., Tsuha, C. de H. C., Oreste, P., & Mendez Solarte, C. M. (2020). Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils. International Journal of Geotechnical Engineering, 14( 5), 569-579. doi:10.1080/19386362.2018.1452362
    • NLM

      Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils [Internet]. International Journal of Geotechnical Engineering. 2020 ; 14( 5): 569-579.[citado 2026 fev. 18 ] Available from: https://doi.org/10.1080/19386362.2018.1452362
    • Vancouver

      Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils [Internet]. International Journal of Geotechnical Engineering. 2020 ; 14( 5): 569-579.[citado 2026 fev. 18 ] Available from: https://doi.org/10.1080/19386362.2018.1452362
  • Source: International Journal of Geotechnical Engineering. Unidade: EP

    Assunto: MECÂNICA DOS SOLOS

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    • ABNT

      MARINHO, Fernando A. M. et al. Shear strength behavior of compacted unsaturated residual soil. International Journal of Geotechnical Engineering, v. 7, n. 1, p. 1-9, 2013Tradução . . Disponível em: https://doi.org/10.1179/1938636212Z.00000000011. Acesso em: 18 fev. 2026.
    • APA

      Marinho, F. A. M., Oliveira, O. M. de, Adem, H., & Vanapalli, S. K. (2013). Shear strength behavior of compacted unsaturated residual soil. International Journal of Geotechnical Engineering, 7( 1), 1-9. doi:10.1179/1938636212Z.00000000011
    • NLM

      Marinho FAM, Oliveira OM de, Adem H, Vanapalli SK. Shear strength behavior of compacted unsaturated residual soil [Internet]. International Journal of Geotechnical Engineering. 2013 ; 7( 1): 1-9.[citado 2026 fev. 18 ] Available from: https://doi.org/10.1179/1938636212Z.00000000011
    • Vancouver

      Marinho FAM, Oliveira OM de, Adem H, Vanapalli SK. Shear strength behavior of compacted unsaturated residual soil [Internet]. International Journal of Geotechnical Engineering. 2013 ; 7( 1): 1-9.[citado 2026 fev. 18 ] Available from: https://doi.org/10.1179/1938636212Z.00000000011

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