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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: 27 abr. 2024.
APA
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 abr. 27 ] 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 abr. 27 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 2024.
APA
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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.28927/SR.431123
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.1007/s00603-020-02157-5
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 2024.
APA
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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.12.012
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.1016/j.tust.2019.04.006
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 2024.
APA
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 abr. 27 ] 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 abr. 27 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 2024.
APA
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 abr. 27 ] 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 abr. 27 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 2024.
APA
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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.1016/j.tust.2018.08.046
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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: 27 abr. 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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.1016/j.undsp.2017.11.002
