Filtros : "Geotechnical and Geological Engineering" Limpar

Filtros



Refine with date range


  • Source: Geotechnical and Geological Engineering. Unidades: EP, IGC

    Subjects: SOLO RESIDUAL, CISALHAMENTO

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

      LEMOS, Mariane Borba de et al. Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis. Geotechnical and Geological Engineering, n. , p. -, 2023Tradução . . Disponível em: https://doi.org/10.1007/s10706-023-02685-1. Acesso em: 01 maio 2024.
    • APA

      Lemos, M. B. de, Marinho, F. A. M., Ulsen, C., & Egydio-Silva, M. (2023). Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis. Geotechnical and Geological Engineering, ( ), -. doi:10.1007/s10706-023-02685-1
    • NLM

      Lemos MB de, Marinho FAM, Ulsen C, Egydio-Silva M. Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis [Internet]. Geotechnical and Geological Engineering. 2023 ;( ): -.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-023-02685-1
    • Vancouver

      Lemos MB de, Marinho FAM, Ulsen C, Egydio-Silva M. Failure mechanisms of shear zones in an undisturbed residual soil by SEM image analysis [Internet]. Geotechnical and Geological Engineering. 2023 ;( ): -.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-023-02685-1
  • Source: Geotechnical and Geological Engineering. Unidades: IGC, IME

    Subjects: GEOLOGIA ESTRUTURAL, GEOLOGIA APLICADA, MÉTODO DE MONTE CARLO

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

      XAVIER, Bruna Catarino et al. Construction of structural geological model using Monte Carlo Simulation. Geotechnical and Geological Engineering, n. , p. -, 2021Tradução . . Disponível em: https://doi.org/10.1007/s10706-021-01967-w. Acesso em: 01 maio 2024.
    • APA

      Xavier, B. C., Egydio-Silva, M., Sadowski, G. R., Silva, B. de A., & Takara, V. J. (2021). Construction of structural geological model using Monte Carlo Simulation. Geotechnical and Geological Engineering, ( ), -. doi:10.1007/s10706-021-01967-w
    • NLM

      Xavier BC, Egydio-Silva M, Sadowski GR, Silva B de A, Takara VJ. Construction of structural geological model using Monte Carlo Simulation [Internet]. Geotechnical and Geological Engineering. 2021 ;( ): -.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-021-01967-w
    • Vancouver

      Xavier BC, Egydio-Silva M, Sadowski GR, Silva B de A, Takara VJ. Construction of structural geological model using Monte Carlo Simulation [Internet]. Geotechnical and Geological Engineering. 2021 ;( ): -.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-021-01967-w
  • Source: Geotechnical and Geological Engineering. Unidade: EP

    Subjects: CONDUTIVIDADE HIDRÁULICA DO SOLO, SOLO RESIDUAL, POROSIDADE DO SOLO

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

      MENDES, Rodolfo Moreda e MARINHO, Fernando A. M. Soil water retention curves for residual soils using traditional methods and MIP. Geotechnical and Geological Engineering, v. 38, n. , p. 5167-5177, 2020Tradução . . Disponível em: https://doi.org/10.1007/s10706-020-01354-x. Acesso em: 01 maio 2024.
    • APA

      Mendes, R. M., & Marinho, F. A. M. (2020). Soil water retention curves for residual soils using traditional methods and MIP. Geotechnical and Geological Engineering, 38( ), 5167-5177. doi:10.1007/s10706-020-01354-x
    • NLM

      Mendes RM, Marinho FAM. Soil water retention curves for residual soils using traditional methods and MIP [Internet]. Geotechnical and Geological Engineering. 2020 ; 38( ): 5167-5177.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-020-01354-x
    • Vancouver

      Mendes RM, Marinho FAM. Soil water retention curves for residual soils using traditional methods and MIP [Internet]. Geotechnical and Geological Engineering. 2020 ; 38( ): 5167-5177.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-020-01354-x
  • Source: Geotechnical and Geological Engineering. Unidade: IGC

    Subjects: MECÂNICA DOS SOLOS, DESLIZAMENTO DE TERRA

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

      MARINHO, Fernando A. M. e VARGAS JÚNIOR, Eurípedes do Amaral. Effect of suction on the shear strength of soil–rock interfaces. Geotechnical and Geological Engineering, v. 38, n. , p. 6145-6155, 2020Tradução . . Disponível em: https://doi.org/10.1007/s10706-020-01421-3. Acesso em: 01 maio 2024.
    • APA

      Marinho, F. A. M., & Vargas Júnior, E. do A. (2020). Effect of suction on the shear strength of soil–rock interfaces. Geotechnical and Geological Engineering, 38( ), 6145-6155. doi:10.1007/s10706-020-01421-3
    • NLM

      Marinho FAM, Vargas Júnior E do A. Effect of suction on the shear strength of soil–rock interfaces [Internet]. Geotechnical and Geological Engineering. 2020 ; 38( ): 6145-6155.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-020-01421-3
    • Vancouver

      Marinho FAM, Vargas Júnior E do A. Effect of suction on the shear strength of soil–rock interfaces [Internet]. Geotechnical and Geological Engineering. 2020 ; 38( ): 6145-6155.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-020-01421-3
  • Source: Geotechnical and Geological Engineering. Unidade: EP

    Subjects: CAVITAÇÃO, SOLO NÃO SATURADO, RETENÇÃO, ÁGUA

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

      MARINHO, Fernando A. M. e TAKE, W. Andy e TARANTINO, Alessandro. Measurement of matric suction using tensiometric and axis translation techniques. Geotechnical and Geological Engineering, v. 26, n. 6, p. 615-631, 2008Tradução . . Disponível em: https://doi.org/10.1007/s10706-008-9201-8. Acesso em: 01 maio 2024.
    • APA

      Marinho, F. A. M., Take, W. A., & Tarantino, A. (2008). Measurement of matric suction using tensiometric and axis translation techniques. Geotechnical and Geological Engineering, 26( 6), 615-631. doi:10.1007/s10706-008-9201-8
    • NLM

      Marinho FAM, Take WA, Tarantino A. Measurement of matric suction using tensiometric and axis translation techniques [Internet]. Geotechnical and Geological Engineering. 2008 ; 26( 6): 615-631.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-008-9201-8
    • Vancouver

      Marinho FAM, Take WA, Tarantino A. Measurement of matric suction using tensiometric and axis translation techniques [Internet]. Geotechnical and Geological Engineering. 2008 ; 26( 6): 615-631.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/s10706-008-9201-8
  • Source: Geotechnical and Geological Engineering. Unidades: EP, EESC

    Subjects: GEOTECNIA, PAVIMENTAÇÃO

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

      NOGAMI, Job Shuji e VILLIBOR, D F. Use of lateritic fine-grained soils in road pavement base courses. Geotechnical and Geological Engineering, v. 9 , p. 167-82, 1991Tradução . . Disponível em: https://doi.org/10.1007/bf00881739. Acesso em: 01 maio 2024.
    • APA

      Nogami, J. S., & Villibor, D. F. (1991). Use of lateritic fine-grained soils in road pavement base courses. Geotechnical and Geological Engineering, 9 , 167-82. doi:10.1007/bf00881739
    • NLM

      Nogami JS, Villibor DF. Use of lateritic fine-grained soils in road pavement base courses [Internet]. Geotechnical and Geological Engineering. 1991 ;9 167-82.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/bf00881739
    • Vancouver

      Nogami JS, Villibor DF. Use of lateritic fine-grained soils in road pavement base courses [Internet]. Geotechnical and Geological Engineering. 1991 ;9 167-82.[citado 2024 maio 01 ] Available from: https://doi.org/10.1007/bf00881739

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