Filtros : "Rock Mechanics and Rock Engineering" Limpar

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  • Source: Rock Mechanics and Rock Engineering. Unidade: EESC

    Subjects: TÚNEIS, TENSÃO ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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    • ABNT

      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses. Rock Mechanics and Rock Engineering, v. 53, p. 3859-3884, 2020Tradução . . Disponível em: https://doi.org/10.1007/s00603-020-02157-5. Acesso em: 10 jun. 2024.
    • APA

      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2020). Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses. Rock Mechanics and Rock Engineering, 53, 3859-3884. doi:10.1007/s00603-020-02157-5
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses [Internet]. Rock Mechanics and Rock Engineering. 2020 ; 53 3859-3884.[citado 2024 jun. 10 ] Available from: https://doi.org/10.1007/s00603-020-02157-5
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses [Internet]. Rock Mechanics and Rock Engineering. 2020 ; 53 3859-3884.[citado 2024 jun. 10 ] Available from: https://doi.org/10.1007/s00603-020-02157-5
  • Source: Rock Mechanics and Rock Engineering. Unidade: EP

    Subjects: MECÂNICA DE ROCHAS, TÚNEIS, MACIÇO, MECÂNICA DA FRATURA

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    • ABNT

      CACCIARI, Pedro Pazzoto e FUTAI, Marcos Massao. Modeling a shallow rock tunnel using terrestrial laser scanning and discrete fracture networks. Rock Mechanics and Rock Engineering, v. 50, n. 5, p. 1217–1242, 2017Tradução . . Disponível em: https://doi.org/10.1007/s00603-017-1166-6. Acesso em: 10 jun. 2024.
    • APA

      Cacciari, P. P., & Futai, M. M. (2017). Modeling a shallow rock tunnel using terrestrial laser scanning and discrete fracture networks. Rock Mechanics and Rock Engineering, 50( 5), 1217–1242. doi:10.1007/s00603-017-1166-6
    • NLM

      Cacciari PP, Futai MM. Modeling a shallow rock tunnel using terrestrial laser scanning and discrete fracture networks [Internet]. Rock Mechanics and Rock Engineering. 2017 ; 50( 5): 1217–1242.[citado 2024 jun. 10 ] Available from: https://doi.org/10.1007/s00603-017-1166-6
    • Vancouver

      Cacciari PP, Futai MM. Modeling a shallow rock tunnel using terrestrial laser scanning and discrete fracture networks [Internet]. Rock Mechanics and Rock Engineering. 2017 ; 50( 5): 1217–1242.[citado 2024 jun. 10 ] Available from: https://doi.org/10.1007/s00603-017-1166-6
  • Source: Rock Mechanics and Rock Engineering. Unidade: EESC

    Subjects: GRANITO, COMPRESSIBILIDADE DOS SOLOS, INTEMPERISMO (CLASSIFICAÇÃO)

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    • ABNT

      BASU, Arindam e CELESTINO, Tarcísio Barreto e BORTOLUCCI, Antônio Airton. Evaluation of rock mechanical behaviors under uniaxial compression with reference to assessed weathering grades. Rock Mechanics and Rock Engineering, v. 42, n. 1, p. 73-93, 2009Tradução . . Disponível em: https://doi.org/10.1007/s00603-008-0170-2. Acesso em: 10 jun. 2024.
    • APA

      Basu, A., Celestino, T. B., & Bortolucci, A. A. (2009). Evaluation of rock mechanical behaviors under uniaxial compression with reference to assessed weathering grades. Rock Mechanics and Rock Engineering, 42( 1), 73-93. doi:10.1007/s00603-008-0170-2
    • NLM

      Basu A, Celestino TB, Bortolucci AA. Evaluation of rock mechanical behaviors under uniaxial compression with reference to assessed weathering grades [Internet]. Rock Mechanics and Rock Engineering. 2009 ; 42( 1): 73-93.[citado 2024 jun. 10 ] Available from: https://doi.org/10.1007/s00603-008-0170-2
    • Vancouver

      Basu A, Celestino TB, Bortolucci AA. Evaluation of rock mechanical behaviors under uniaxial compression with reference to assessed weathering grades [Internet]. Rock Mechanics and Rock Engineering. 2009 ; 42( 1): 73-93.[citado 2024 jun. 10 ] Available from: https://doi.org/10.1007/s00603-008-0170-2

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