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Trabalho de evento
Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison (2021)
Marum, Tiago Haddad; Maciel, Vitor Schwenck Franco ; Silva, Ricardo Nunhez da ; Gama, Paulo Vitor Calmon Nogueira da ; Gay Neto, Alfredo ; Bitencourt Júnior, Luís Antônio Guimarães ; Figueiredo, Antonio Domingues de ; Silva, Marco Aurélio Abreu Peixoto da
Source: Anais - Inovando em obras subterrâneas para um futuro melhor. Conference titles: Congresso Brasileiro de Túneis e Estruturas Subterrâneas - 5º CBT. Unidade: EP
Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, TENSÃO ESTRUTURAL, REVISÃO SISTEMÁTICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARUM, Tiago Haddad et al. Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison. 2021, Anais.. São Paulo: ABMS/CBT, 2021. Disponível em: https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf. Acesso em: 18 out. 2024.
APA
Marum, T. H., Maciel, V. S. F., Silva, R. N. da, Gama, P. V. C. N. da, Gay Neto, A., Bitencourt Júnior, L. A. G., et al. (2021). Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison. In Anais - Inovando em obras subterrâneas para um futuro melhor. São Paulo: ABMS/CBT. Recuperado de https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf
NLM
Marum TH, Maciel VSF, Silva RN da, Gama PVCN da, Gay Neto A, Bitencourt Júnior LAG, Figueiredo AD de, Silva MAAP da. Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison [Internet]. Anais - Inovando em obras subterrâneas para um futuro melhor. 2021 ;[citado 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf
Vancouver
Marum TH, Maciel VSF, Silva RN da, Gama PVCN da, Gay Neto A, Bitencourt Júnior LAG, Figueiredo AD de, Silva MAAP da. Study on bursting and contact stresses in tunnel lining segments subjected to high localized compressive loads: a review and model comparison [Internet]. Anais - Inovando em obras subterrâneas para um futuro melhor. 2021 ;[citado 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/658ee2d9-3182-4ce2-b177-35d3595eacc6/Study%20on%20bursting%20and%20contact%20stresses%20in%20tunnel%20lining%20segments%20subjected%20to%20high%20localized%20compressive%20loads.pdf
Artigo de periodico
Analytical solution for a deep circular tunnel in anisotropic ground and anisotropic geostatic stresses (2020)
Vitali, Osvaldo Paiva Magalhães; Celestino, Tarcísio Barreto; Bobet, Antonio
Source: Rock Mechanics and Rock Engineering. Unidade: EESC
Subjects: TÚNEIS, TENSÃO ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 18 out. 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 out. 18 ] 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 out. 18 ] Available from: https://doi.org/10.1007/s00603-020-02157-5
Trabalho de evento
Shallow tunnel not aligned with the geostatic principal stress directions (2019)
Vitali, Osvaldo Paiva Magalhães; Celestino, Tarcísio Barreto; Bobet, Antonio
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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: 18 out. 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 out. 18 ] 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 out. 18 ] 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

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