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  • Source: Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, SOLO ARENOSO, TÚNEIS, GEOTECNIA

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    • ABNT

      VITALI, Felipe Paiva Magalhães et al. Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, v. 154, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.tust.2024.106104. Acesso em: 09 dez. 2024.
    • APA

      Vitali, F. P. M., Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2024). Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 154, 1-15. doi:10.1016/j.tust.2024.106104
    • NLM

      Vitali FPM, Vitali OPM, Celestino TB, Bobet A. Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions [Internet]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. 2024 ; 154 1-15.[citado 2024 dez. 09 ] Available from: http://dx.doi.org/10.1016/j.tust.2024.106104
    • Vancouver

      Vitali FPM, Vitali OPM, Celestino TB, Bobet A. Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions [Internet]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. 2024 ; 154 1-15.[citado 2024 dez. 09 ] Available from: http://dx.doi.org/10.1016/j.tust.2024.106104
  • Source: Soils and Rocks. Unidade: EESC

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

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      VITALI, Felipe Paiva Magalhães et al. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels. Soils and Rocks, v. 47, n. 1, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2024.000923. Acesso em: 09 dez. 2024.
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      Vitali, F. P. M., Vitali, O. P. M., Bobet, A., & Celestino, T. B. (2024). FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels. Soils and Rocks, 47( 1), 1-12. doi:10.28927/SR.2024.000923
    • NLM

      Vitali FPM, Vitali OPM, Bobet A, Celestino TB. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels [Internet]. Soils and Rocks. 2024 ; 47( 1): 1-12.[citado 2024 dez. 09 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
    • Vancouver

      Vitali FPM, Vitali OPM, Bobet A, Celestino TB. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels [Internet]. Soils and Rocks. 2024 ; 47( 1): 1-12.[citado 2024 dez. 09 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: TÚNEIS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses. Soils and Rocks, v. 43, n. Ja/Mar. 2020, p. 123-138, 2020Tradução . . Disponível em: https://doi.org/10.28927/SR.431123. Acesso em: 09 dez. 2024.
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      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2020). Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses. Soils and Rocks, 43( Ja/Mar. 2020), 123-138. doi:10.28927/SR.431123
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses [Internet]. Soils and Rocks. 2020 ; 43( Ja/Mar. 2020): 123-138.[citado 2024 dez. 09 ] Available from: https://doi.org/10.28927/SR.431123
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses [Internet]. Soils and Rocks. 2020 ; 43( Ja/Mar. 2020): 123-138.[citado 2024 dez. 09 ] Available from: https://doi.org/10.28927/SR.431123
  • Source: Wear. Unidade: EESC

    Subjects: ABRASÃO, PETROGRAFIA, GEOTECNIA

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      ARAB, Paola Bruno e CELESTINO, Tarcísio Barreto. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting. Wear, v. 448-449, p. 1-8, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.wear.2020.203210. Acesso em: 09 dez. 2024.
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      Arab, P. B., & Celestino, T. B. (2020). A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting. Wear, 448-449, 1-8. doi:10.1016/j.wear.2020.203210
    • NLM

      Arab PB, Celestino TB. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting [Internet]. Wear. 2020 ; 448-449 1-8.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.wear.2020.203210
    • Vancouver

      Arab PB, Celestino TB. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting [Internet]. Wear. 2020 ; 448-449 1-8.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.wear.2020.203210
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: PETROGRAFIA, ACÚSTICA, DANO, DANO, GEOTECNIA

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      RODRIGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Construction and Building Materials, v. 231, p. 1-10, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2019.117086. Acesso em: 09 dez. 2024.
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      Rodriguez, P., & Celestino, T. B. (2020). Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Construction and Building Materials, 231, 1-10. doi:10.1016/j.conbuildmat.2019.117086
    • NLM

      Rodriguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Construction and Building Materials. 2020 ; 231 1-10.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.conbuildmat.2019.117086
    • Vancouver

      Rodriguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Construction and Building Materials. 2020 ; 231 1-10.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.conbuildmat.2019.117086
  • Source: Rock Mechanics and Rock Engineering. Unidade: EESC

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

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      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: 09 dez. 2024.
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      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 dez. 09 ] 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 dez. 09 ] Available from: https://doi.org/10.1007/s00603-020-02157-5
  • Source: International Journal of Rock Mechanics and Mining Sciences. Unidade: EESC

    Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Buoyancy effect on shallow tunnels. International Journal of Rock Mechanics and Mining Sciences, v. 114, p. 1-6, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.ijrmms.2018.12.012. Acesso em: 09 dez. 2024.
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      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Buoyancy effect on shallow tunnels. International Journal of Rock Mechanics and Mining Sciences, 114, 1-6. doi:10.1016/j.ijrmms.2018.12.012
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Buoyancy effect on shallow tunnels [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 114 1-6.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.12.012
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Buoyancy effect on shallow tunnels [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 114 1-6.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.12.012
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: ACÚSTICA, FRATURA DAS ESTRUTURAS, PETROGRAFIA, GEOTECNIA

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      RODRÍGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks. Engineering Fracture Mechanics, v. 210, p. 54-69, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2018.06.027. Acesso em: 09 dez. 2024.
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      Rodríguez, P., & Celestino, T. B. (2019). Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks. Engineering Fracture Mechanics, 210, 54-69. doi:10.1016/j.engfracmech.2018.06.027
    • NLM

      Rodríguez P, Celestino TB. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks [Internet]. Engineering Fracture Mechanics. 2019 ; 210 54-69.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.engfracmech.2018.06.027
    • Vancouver

      Rodríguez P, Celestino TB. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks [Internet]. Engineering Fracture Mechanics. 2019 ; 210 54-69.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.engfracmech.2018.06.027
  • Source: Tunnelling and Underground Space Technology. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, TÚNEIS, GEOTECNIA

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      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects. Tunnelling and Underground Space Technology, v. 89, p. 268-283, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2019.04.006. Acesso em: 09 dez. 2024.
    • APA

      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects. Tunnelling and Underground Space Technology, 89, 268-283. doi:10.1016/j.tust.2019.04.006
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects [Internet]. Tunnelling and Underground Space Technology. 2019 ; 89 268-283.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.tust.2019.04.006
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects [Internet]. Tunnelling and Underground Space Technology. 2019 ; 89 268-283.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.tust.2019.04.006
  • Source: Rock mechnics for natural resources and infrastructure development: proceedings: ISRM 2019. Conference titles: International Congress on Rock Mechanics and Rock Engineering. Unidade: EESC

    Subjects: FALHAS (GEOLOGIA ESTRUTURAL), TÚNEIS, GEOTECNIA

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      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Progressive failure due to tunnel misalignment with geostatic principal stresses. 2019, Anais.. [Boca Raton, FL]: [CRC Press], 2019. Disponível em: https://repositorio.usp.br/directbitstream/d259c65a-f2cf-41ae-b9c2-516f2005d933/trabalho%2001%20-%20Progressive%20failure%20due%20to%20tunnel%20misalignment%20with%20geostatic%20principal%20stresses%20%28International%20Congress%20on%20Rock%20Mechanics%2C%202019%29_removed.pdf. Acesso em: 09 dez. 2024.
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      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Progressive failure due to tunnel misalignment with geostatic principal stresses. In Rock mechnics for natural resources and infrastructure development: proceedings: ISRM 2019. [Boca Raton, FL]: [CRC Press]. Recuperado de https://repositorio.usp.br/directbitstream/d259c65a-f2cf-41ae-b9c2-516f2005d933/trabalho%2001%20-%20Progressive%20failure%20due%20to%20tunnel%20misalignment%20with%20geostatic%20principal%20stresses%20%28International%20Congress%20on%20Rock%20Mechanics%2C%202019%29_removed.pdf
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Progressive failure due to tunnel misalignment with geostatic principal stresses [Internet]. Rock mechnics for natural resources and infrastructure development: proceedings: ISRM 2019. 2019 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/d259c65a-f2cf-41ae-b9c2-516f2005d933/trabalho%2001%20-%20Progressive%20failure%20due%20to%20tunnel%20misalignment%20with%20geostatic%20principal%20stresses%20%28International%20Congress%20on%20Rock%20Mechanics%2C%202019%29_removed.pdf
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Progressive failure due to tunnel misalignment with geostatic principal stresses [Internet]. Rock mechnics for natural resources and infrastructure development: proceedings: ISRM 2019. 2019 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/d259c65a-f2cf-41ae-b9c2-516f2005d933/trabalho%2001%20-%20Progressive%20failure%20due%20to%20tunnel%20misalignment%20with%20geostatic%20principal%20stresses%20%28International%20Congress%20on%20Rock%20Mechanics%2C%202019%29_removed.pdf
  • Source: Geo-Congress 2019: Data, Software, Education, and a Tribute to Ralph Peck. Conference titles: International Conference on Case Histories in Geotechnical Engineering. Unidade: EESC

    Subjects: TÚNEIS, TENSÃO ESTRUTURAL, GEOTECNIA

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      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Shallow tunnel not aligned with the geostatic principal stress directions. 2019, Anais.. Reston, VA, USA: ASCE, 2019. Disponível em: https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf. Acesso em: 09 dez. 2024.
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      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Shallow tunnel not aligned with the geostatic principal stress directions. In Geo-Congress 2019: Data, Software, Education, and a Tribute to Ralph Peck. Reston, VA, USA: ASCE. Recuperado de https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Shallow tunnel not aligned with the geostatic principal stress directions [Internet]. Geo-Congress 2019: Data, Software, Education, and a Tribute to Ralph Peck. 2019 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Shallow tunnel not aligned with the geostatic principal stress directions [Internet]. Geo-Congress 2019: Data, Software, Education, and a Tribute to Ralph Peck. 2019 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/44a6476b-dac4-46ac-bdb3-db15acc5ef05/trabalho%2002%20-%20Shallow%20Tunnel%20not%20aligned%20to%20the%20geostatic%20principal%20stress%20directions%20%28Geo-Congress%2C%202019%2C%20Philadelphia.%20Eighth%20International%20Conference%20on%20Case%20Histories%20in%20Geotechnical%20Engineering%2C%202019%29.pdf
  • Source: Anais do COBRAMSEG 2018. Conference titles: Simpósio Brasileiro de Mecânica das Rochas. Unidade: EESC

    Subjects: PETROGRAFIA, TÚNEIS, GEOTECNIA

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      GINES, Paulo Henrique de Souza et al. Estimativas de taxa de avanço, vida útil de ferramentas de corte e força de penetração em túnel escavado com TBM em rochas pouco fraturadas. 2018, Anais.. São Paulo, SP: ABMS, 2018. Disponível em: https://repositorio.usp.br/directbitstream/65a86e74-3044-4663-b3bb-5f4c6c52bb22/trabalho%2004%20-%20Estimativas%20de%20taxa%20de%20avan%C3%A7o%2C%20vida%20%C3%BAtil%20de%20ferramentas%20de%20corte%20e%20for%C3%A7a%20de%20penetra%C3%A7%C3%A3o%20em%20t%C3%BAnel%20escavado%20com%20TBM%20em%20rochas%20pouco%20fraturadas%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29.pdf. Acesso em: 09 dez. 2024.
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      Gines, P. H. de S., Vindas Arce, E., Pierre, J. C. D. D., & Celestino, T. B. (2018). Estimativas de taxa de avanço, vida útil de ferramentas de corte e força de penetração em túnel escavado com TBM em rochas pouco fraturadas. In Anais do COBRAMSEG 2018. São Paulo, SP: ABMS. Recuperado de https://repositorio.usp.br/directbitstream/65a86e74-3044-4663-b3bb-5f4c6c52bb22/trabalho%2004%20-%20Estimativas%20de%20taxa%20de%20avan%C3%A7o%2C%20vida%20%C3%BAtil%20de%20ferramentas%20de%20corte%20e%20for%C3%A7a%20de%20penetra%C3%A7%C3%A3o%20em%20t%C3%BAnel%20escavado%20com%20TBM%20em%20rochas%20pouco%20fraturadas%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29.pdf
    • NLM

      Gines PH de S, Vindas Arce E, Pierre JCDD, Celestino TB. Estimativas de taxa de avanço, vida útil de ferramentas de corte e força de penetração em túnel escavado com TBM em rochas pouco fraturadas [Internet]. Anais do COBRAMSEG 2018. 2018 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/65a86e74-3044-4663-b3bb-5f4c6c52bb22/trabalho%2004%20-%20Estimativas%20de%20taxa%20de%20avan%C3%A7o%2C%20vida%20%C3%BAtil%20de%20ferramentas%20de%20corte%20e%20for%C3%A7a%20de%20penetra%C3%A7%C3%A3o%20em%20t%C3%BAnel%20escavado%20com%20TBM%20em%20rochas%20pouco%20fraturadas%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29.pdf
    • Vancouver

      Gines PH de S, Vindas Arce E, Pierre JCDD, Celestino TB. Estimativas de taxa de avanço, vida útil de ferramentas de corte e força de penetração em túnel escavado com TBM em rochas pouco fraturadas [Internet]. Anais do COBRAMSEG 2018. 2018 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/65a86e74-3044-4663-b3bb-5f4c6c52bb22/trabalho%2004%20-%20Estimativas%20de%20taxa%20de%20avan%C3%A7o%2C%20vida%20%C3%BAtil%20de%20ferramentas%20de%20corte%20e%20for%C3%A7a%20de%20penetra%C3%A7%C3%A3o%20em%20t%C3%BAnel%20escavado%20com%20TBM%20em%20rochas%20pouco%20fraturadas%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29.pdf
  • Source: Tunnelling and Underground Space Technology. Unidade: EESC

    Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Analytical solution for tunnels not aligned with geostatic principal stress directions. Tunnelling and Underground Space Technology, v. 82, p. 394-405, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2018.08.046. Acesso em: 09 dez. 2024.
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      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2018). Analytical solution for tunnels not aligned with geostatic principal stress directions. Tunnelling and Underground Space Technology, 82, 394-405. doi:10.1016/j.tust.2018.08.046
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Analytical solution for tunnels not aligned with geostatic principal stress directions [Internet]. Tunnelling and Underground Space Technology. 2018 ; 82 394-405.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.tust.2018.08.046
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Analytical solution for tunnels not aligned with geostatic principal stress directions [Internet]. Tunnelling and Underground Space Technology. 2018 ; 82 394-405.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.tust.2018.08.046
  • Source: Georisk. Unidade: EESC

    Subjects: ANÁLISE DE RISCO, FRATURA DAS ESTRUTURAS, ESTRUTURAS

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      NAPA GARCÍA, Gian Franco e BECK, André Teófilo e CELESTINO, Tarcísio Barreto. Risk analysis of fractured rock mass underground structures. Georisk, v. 12, n. 2, p. 123-134, 2018Tradução . . Disponível em: https://doi.org/10.1080/17499518.2017.1397275. Acesso em: 09 dez. 2024.
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      Napa García, G. F., Beck, A. T., & Celestino, T. B. (2018). Risk analysis of fractured rock mass underground structures. Georisk, 12( 2), 123-134. doi:10.1080/17499518.2017.1397275
    • NLM

      Napa García GF, Beck AT, Celestino TB. Risk analysis of fractured rock mass underground structures [Internet]. Georisk. 2018 ; 12( 2): 123-134.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1080/17499518.2017.1397275
    • Vancouver

      Napa García GF, Beck AT, Celestino TB. Risk analysis of fractured rock mass underground structures [Internet]. Georisk. 2018 ; 12( 2): 123-134.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1080/17499518.2017.1397275
  • Source: Anais do COBRAMSEG 2018. Conference titles: Simpósio Brasileiro de Mecânica das Rochas. Unidade: EESC

    Subjects: GEOTECNIA, TÚNEIS, REDES NEURAIS

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    • ABNT

      LINS, Paulo Gustavo Cavalcante et al. Uma rede neural para separabilidade linear de túneis com e sem suporte em um espaço de feições do sistema Q. 2018, Anais.. São Paulo, SP: ABMS, 2018. Disponível em: https://repositorio.usp.br/directbitstream/3bff6cd3-8916-49dc-af16-132af928108c/trabalho%20Uma%20Rede%20Neural%20para%20Separabilidade%20Linear%20de%20T%C3%BAneis%20Com%20e%20Sem%20Suporte%20em%20um%20Espa%C3%A7o%20de%20Fei%C3%A7%C3%B5es%20Do%20Sistema%20Q%20%28Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%20%E2%80%93%20SBMR%202018%29.pdf. Acesso em: 09 dez. 2024.
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      Lins, P. G. C., Celestino, T. B., Simões, L. M. C., Reis, L. B., Moreira Neto, A. M., Luz, A. L. S., & Sampaio, I. A. (2018). Uma rede neural para separabilidade linear de túneis com e sem suporte em um espaço de feições do sistema Q. In Anais do COBRAMSEG 2018. São Paulo, SP: ABMS. Recuperado de https://repositorio.usp.br/directbitstream/3bff6cd3-8916-49dc-af16-132af928108c/trabalho%20Uma%20Rede%20Neural%20para%20Separabilidade%20Linear%20de%20T%C3%BAneis%20Com%20e%20Sem%20Suporte%20em%20um%20Espa%C3%A7o%20de%20Fei%C3%A7%C3%B5es%20Do%20Sistema%20Q%20%28Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%20%E2%80%93%20SBMR%202018%29.pdf
    • NLM

      Lins PGC, Celestino TB, Simões LMC, Reis LB, Moreira Neto AM, Luz ALS, Sampaio IA. Uma rede neural para separabilidade linear de túneis com e sem suporte em um espaço de feições do sistema Q [Internet]. Anais do COBRAMSEG 2018. 2018 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/3bff6cd3-8916-49dc-af16-132af928108c/trabalho%20Uma%20Rede%20Neural%20para%20Separabilidade%20Linear%20de%20T%C3%BAneis%20Com%20e%20Sem%20Suporte%20em%20um%20Espa%C3%A7o%20de%20Fei%C3%A7%C3%B5es%20Do%20Sistema%20Q%20%28Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%20%E2%80%93%20SBMR%202018%29.pdf
    • Vancouver

      Lins PGC, Celestino TB, Simões LMC, Reis LB, Moreira Neto AM, Luz ALS, Sampaio IA. Uma rede neural para separabilidade linear de túneis com e sem suporte em um espaço de feições do sistema Q [Internet]. Anais do COBRAMSEG 2018. 2018 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/3bff6cd3-8916-49dc-af16-132af928108c/trabalho%20Uma%20Rede%20Neural%20para%20Separabilidade%20Linear%20de%20T%C3%BAneis%20Com%20e%20Sem%20Suporte%20em%20um%20Espa%C3%A7o%20de%20Fei%C3%A7%C3%B5es%20Do%20Sistema%20Q%20%28Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%20%E2%80%93%20SBMR%202018%29.pdf
  • Source: International Journal of Rock Mechanics and Mining Sciences. Unidade: EESC

    Subjects: ESCAVAÇÃO SUBTERRÂNEA, ESTRUTURAS, ESTABILIDADE ESTRUTURAL, ESTRUTURAS

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    • ABNT

      NAPA GARCÍA, Gian Franco et al. Improvement of analytical factor of safety estimation of falling failure mode in roof wedge stability. International Journal of Rock Mechanics and Mining Sciences, v. 103, p. 116-122, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.ijrmms.2018.01.002. Acesso em: 09 dez. 2024.
    • APA

      Napa García, G. F., Santos, R. A. dos, Beck, A. T., & Celestino, T. B. (2018). Improvement of analytical factor of safety estimation of falling failure mode in roof wedge stability. International Journal of Rock Mechanics and Mining Sciences, 103, 116-122. doi:10.1016/j.ijrmms.2018.01.002
    • NLM

      Napa García GF, Santos RA dos, Beck AT, Celestino TB. Improvement of analytical factor of safety estimation of falling failure mode in roof wedge stability [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2018 ; 103 116-122.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.01.002
    • Vancouver

      Napa García GF, Santos RA dos, Beck AT, Celestino TB. Improvement of analytical factor of safety estimation of falling failure mode in roof wedge stability [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2018 ; 103 116-122.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.01.002
  • Source: Proceedings. Unidade: EESC

    Subjects: ACÚSTICA, DANO, GEOTECNIA

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    • ABNT

      RODRÍGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Proceedings, v. 2, p. 1-7, 2018Tradução . . Disponível em: https://doi.org/10.3390/ICEM18-05363. Acesso em: 09 dez. 2024.
    • APA

      Rodríguez, P., & Celestino, T. B. (2018). Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Proceedings, 2, 1-7. doi:10.3390/ICEM18-05363
    • NLM

      Rodríguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Proceedings. 2018 ; 2 1-7.[citado 2024 dez. 09 ] Available from: https://doi.org/10.3390/ICEM18-05363
    • Vancouver

      Rodríguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Proceedings. 2018 ; 2 1-7.[citado 2024 dez. 09 ] Available from: https://doi.org/10.3390/ICEM18-05363
  • Source: Underground Space. Unidade: EESC

    Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, TERCEIRA DIMENSÃO, GEOTECNIA

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    • ABNT

      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. 3D finite element modelling optimization for deep tunnels with material nonlinearity. Underground Space, v. 3, p. 125-139, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.undsp.2017.11.002. Acesso em: 09 dez. 2024.
    • APA

      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2018). 3D finite element modelling optimization for deep tunnels with material nonlinearity. Underground Space, 3, 125-139. doi:10.1016/j.undsp.2017.11.002
    • NLM

      Vitali OPM, Celestino TB, Bobet A. 3D finite element modelling optimization for deep tunnels with material nonlinearity [Internet]. Underground Space. 2018 ; 3 125-139.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.undsp.2017.11.002
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. 3D finite element modelling optimization for deep tunnels with material nonlinearity [Internet]. Underground Space. 2018 ; 3 125-139.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.undsp.2017.11.002
  • Source: Anais do COBRAMSEG 2018. Conference titles: Simpósio Brasileiro de Mecânica das Rochas. Unidade: EESC

    Subjects: GEOTECNIA, TÚNEIS, ESTABILIDADE ESTRUTURAL

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    • ABNT

      VINDAS ARCE, Esteban et al. Análise da confiabilidade da estabilidade na frente de túneis: caso do EPB da Linha 4 do Metrô de Rio de Janeiro. 2018, Anais.. São Paulo, SP: ABMS, 2018. Disponível em: https://repositorio.usp.br/directbitstream/0fb8693a-d47f-4984-b6bb-f42469b427b4/trabalho%2003%20-%20An%C3%A1lise%20da%20confiabilidade%20da%20estabilidade%20na%20frente%20de%20t%C3%BAneis%20-%20Caso%20do%20EPB%20da%20Linha%204%20do%20Metr%C3%B4%20de%20Rio%20de%20Janeiro%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29_removed.pdf. Acesso em: 09 dez. 2024.
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      Vindas Arce, E., Gines, P. H. de S., Pierre, J. C. D. D., & Celestino, T. B. (2018). Análise da confiabilidade da estabilidade na frente de túneis: caso do EPB da Linha 4 do Metrô de Rio de Janeiro. In Anais do COBRAMSEG 2018. São Paulo, SP: ABMS. Recuperado de https://repositorio.usp.br/directbitstream/0fb8693a-d47f-4984-b6bb-f42469b427b4/trabalho%2003%20-%20An%C3%A1lise%20da%20confiabilidade%20da%20estabilidade%20na%20frente%20de%20t%C3%BAneis%20-%20Caso%20do%20EPB%20da%20Linha%204%20do%20Metr%C3%B4%20de%20Rio%20de%20Janeiro%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29_removed.pdf
    • NLM

      Vindas Arce E, Gines PH de S, Pierre JCDD, Celestino TB. Análise da confiabilidade da estabilidade na frente de túneis: caso do EPB da Linha 4 do Metrô de Rio de Janeiro [Internet]. Anais do COBRAMSEG 2018. 2018 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/0fb8693a-d47f-4984-b6bb-f42469b427b4/trabalho%2003%20-%20An%C3%A1lise%20da%20confiabilidade%20da%20estabilidade%20na%20frente%20de%20t%C3%BAneis%20-%20Caso%20do%20EPB%20da%20Linha%204%20do%20Metr%C3%B4%20de%20Rio%20de%20Janeiro%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29_removed.pdf
    • Vancouver

      Vindas Arce E, Gines PH de S, Pierre JCDD, Celestino TB. Análise da confiabilidade da estabilidade na frente de túneis: caso do EPB da Linha 4 do Metrô de Rio de Janeiro [Internet]. Anais do COBRAMSEG 2018. 2018 ;[citado 2024 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/0fb8693a-d47f-4984-b6bb-f42469b427b4/trabalho%2003%20-%20An%C3%A1lise%20da%20confiabilidade%20da%20estabilidade%20na%20frente%20de%20t%C3%BAneis%20-%20Caso%20do%20EPB%20da%20Linha%204%20do%20Metr%C3%B4%20de%20Rio%20de%20Janeiro%20%28VIII%20Simp%C3%B3sio%20Brasileiro%20de%20Mec%C3%A2nica%20das%20Rochas%2C%202018%29_removed.pdf
  • Source: Tunnelling and Underground Space Technology. Unidade: EESC

    Subjects: ESTRUTURAS, ESCAVAÇÃO SUBTERRÂNEA, ESTRUTURAS

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    • ABNT

      NAPA-GARCÍA, Gian Franco e BECK, André Teófilo e CELESTINO, Tarcísio Barreto. Reliability analyses of underground openings with the point estimate method. Tunnelling and Underground Space Technology, v. 64, p. 154-163, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2016.12.010. Acesso em: 09 dez. 2024.
    • APA

      Napa-García, G. F., Beck, A. T., & Celestino, T. B. (2017). Reliability analyses of underground openings with the point estimate method. Tunnelling and Underground Space Technology, 64, 154-163. doi:10.1016/j.tust.2016.12.010
    • NLM

      Napa-García GF, Beck AT, Celestino TB. Reliability analyses of underground openings with the point estimate method [Internet]. Tunnelling and Underground Space Technology. 2017 ; 64 154-163.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.tust.2016.12.010
    • Vancouver

      Napa-García GF, Beck AT, Celestino TB. Reliability analyses of underground openings with the point estimate method [Internet]. Tunnelling and Underground Space Technology. 2017 ; 64 154-163.[citado 2024 dez. 09 ] Available from: https://doi.org/10.1016/j.tust.2016.12.010

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