Filtros : "GEOTECNIA" "Canadá" Limpar

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  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO NÃO SATURADO, CISALHAMENTO, GEOTECNIA

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    • ABNT

      MACHADO, Sandro Lemos et al. Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, p. 1-47, 2023Tradução . . Disponível em: https://doi.org/10.1139/cgj-2022-0307. Acesso em: 02 nov. 2024.
    • APA

      Machado, S. L., Carvalho, M. de F., Vilar, O. M., & Maedo, M. A. (2023). Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, 1-47. doi:10.1139/cgj-2022-0307
    • NLM

      Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1139/cgj-2022-0307
    • Vancouver

      Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1139/cgj-2022-0307
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO NÃO SATURADO, ESTACAS, GEOTECNIA

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    • ABNT

      ZACARIN, João Gabriel Mercio Xavier et al. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study. Canadian Geotechnical Journal, p. 1-31, 2023Tradução . . Disponível em: http://dx.doi.org/10.1139/cgj-2022-0102. Acesso em: 02 nov. 2024.
    • APA

      Zacarin, J. G. M. X., Silva, B. O. da, Tsuha, C. de H. C., & Vilar, O. M. (2023). Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study. Canadian Geotechnical Journal, 1-31. doi:10.1139/cgj-2022-0102
    • NLM

      Zacarin JGMX, Silva BO da, Tsuha C de HC, Vilar OM. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study [Internet]. Canadian Geotechnical Journal. 2023 ; 1-31.[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102
    • Vancouver

      Zacarin JGMX, Silva BO da, Tsuha C de HC, Vilar OM. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study [Internet]. Canadian Geotechnical Journal. 2023 ; 1-31.[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO RESIDUAL, ESTACAS, GEOTECNIA

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    • ABNT

      SANTOS FILHO, João Manoel Sampaio Mathias dos e TSUHA, Cristina de Hollanda Cavalcanti. Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, v. 57, n. 9, p. 1-48, 2020Tradução . . Disponível em: https://doi.org/10.1139/cgj-2019-0317. Acesso em: 02 nov. 2024.
    • APA

      Santos Filho, J. M. S. M. dos, & Tsuha, C. de H. C. (2020). Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, 57( 9), 1-48. doi:10.1139/cgj-2019-0317
    • NLM

      Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1139/cgj-2019-0317
    • Vancouver

      Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1139/cgj-2019-0317
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: ANCORAGEM, AREIA, GEOTECNIA

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    • ABNT

      AGUDELO PÉREZ, Zorany et al. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, v. 55, n. 8, p. 1067-1080, 2018Tradução . . Disponível em: https://doi.org/10.1139/cgj-2017-0137. Acesso em: 02 nov. 2024.
    • APA

      Agudelo Pérez, Z., Schiavon, J. A., Tsuha, C. de H. C., Dias, D., & Thorel, L. (2018). Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, 55( 8), 1067-1080. doi:10.1139/cgj-2017-0137
    • NLM

      Agudelo Pérez Z, Schiavon JA, Tsuha C de HC, Dias D, Thorel L. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand [Internet]. Canadian Geotechnical Journal. 2018 ; 55( 8): 1067-1080.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1139/cgj-2017-0137
    • Vancouver

      Agudelo Pérez Z, Schiavon JA, Tsuha C de HC, Dias D, Thorel L. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand [Internet]. Canadian Geotechnical Journal. 2018 ; 55( 8): 1067-1080.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1139/cgj-2017-0137
  • Source: Proceedings. Conference titles: Canadian Geotechnical Conference. Unidade: EESC

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

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    • ABNT

      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: 02 nov. 2024.
    • APA

      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 nov. 02 ] 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 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
  • Source: Proceedings. Conference titles: Canadian Geotechnical Conference. Unidade: EESC

    Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, GEOTECNIA

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    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Quality control of helical piles in sand. 2011, Anais.. Canada: Canadian Geotechnical Society, 2011. Disponível em: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf. Acesso em: 02 nov. 2024.
    • APA

      Tsuha, C. de H. C., & Aoki, N. (2011). Quality control of helical piles in sand. In Proceedings. Canada: Canadian Geotechnical Society. Recuperado de https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
    • NLM

      Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
    • Vancouver

      Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
  • Source: Mine Planning and Equipment Selection 1995: Proceedings. Conference titles: International Symposium on Mine Planning and Equipment Selection. Unidade: EP

    Subjects: GEOTECNIA, MECÂNICA DE ROCHAS

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    • ABNT

      FUJIMURA, Fernando et al. Blastability of rocks . Studied cases. 1995, Anais.. Rotterdam: Balkema, 1995. . Acesso em: 02 nov. 2024.
    • APA

      Fujimura, F., Soares, L., Hennies, W. T., & Silva, M. A. R. (1995). Blastability of rocks . Studied cases. In Mine Planning and Equipment Selection 1995: Proceedings. Rotterdam: Balkema.
    • NLM

      Fujimura F, Soares L, Hennies WT, Silva MAR. Blastability of rocks . Studied cases. Mine Planning and Equipment Selection 1995: Proceedings. 1995 ;[citado 2024 nov. 02 ]
    • Vancouver

      Fujimura F, Soares L, Hennies WT, Silva MAR. Blastability of rocks . Studied cases. Mine Planning and Equipment Selection 1995: Proceedings. 1995 ;[citado 2024 nov. 02 ]

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