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  • 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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    • ABNT

      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: 18 out. 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 out. 18 ] 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 out. 18 ] 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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    • 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
  • Source: Proceedings. Conference titles: International Symposium on Ground Support in Mining and Underground Construction. Unidade: EESC

    Subjects: TÚNEIS, CONCRETO, GEOTECNIA

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    • ABNT

      CELESTINO, Tarcísio Barreto. Tunnel design considering rock mass and shotcrete timedependent properties. 2016, Anais.. Lulea, Sweden: Lulea University of Technology, 2016. Disponível em: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf. Acesso em: 18 out. 2024.
    • APA

      Celestino, T. B. (2016). Tunnel design considering rock mass and shotcrete timedependent properties. In Proceedings. Lulea, Sweden: Lulea University of Technology. Recuperado de https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
    • NLM

      Celestino TB. Tunnel design considering rock mass and shotcrete timedependent properties [Internet]. Proceedings. 2016 ;[citado 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
    • Vancouver

      Celestino TB. Tunnel design considering rock mass and shotcrete timedependent properties [Internet]. Proceedings. 2016 ;[citado 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
  • Source: Environmental Science & Technology. Unidade: IAG

    Subjects: TÚNEIS, POLUIÇÃO ATMOSFÉRICA

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    • ABNT

      MARTINS, Leila D et al. Emission factors for gas-powered vehicles travelling through road tunnels in São Paulo, Brazil. Environmental Science & Technology, v. 40, n. 21, p. 6722-6729, 2006Tradução . . Acesso em: 18 out. 2024.
    • APA

      Martins, L. D., Andrade, M. de F., Freitas, E. D. de, Pretto, A., Gatti, L. V., Albuquerque, É. L., et al. (2006). Emission factors for gas-powered vehicles travelling through road tunnels in São Paulo, Brazil. Environmental Science & Technology, 40( 21), 6722-6729.
    • NLM

      Martins LD, Andrade M de F, Freitas ED de, Pretto A, Gatti LV, Albuquerque ÉL, Tomaz E, Guardani ML, Martins MHRB, A. Júnior OM. Emission factors for gas-powered vehicles travelling through road tunnels in São Paulo, Brazil. Environmental Science & Technology. 2006 ; 40( 21): 6722-6729.[citado 2024 out. 18 ]
    • Vancouver

      Martins LD, Andrade M de F, Freitas ED de, Pretto A, Gatti LV, Albuquerque ÉL, Tomaz E, Guardani ML, Martins MHRB, A. Júnior OM. Emission factors for gas-powered vehicles travelling through road tunnels in São Paulo, Brazil. Environmental Science & Technology. 2006 ; 40( 21): 6722-6729.[citado 2024 out. 18 ]
  • Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC

    Subjects: SOLO RESIDUAL, TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, SISTEMAS E PROCESSOS CONSTRUTIVOS

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    • ABNT

      AZEVEDO, Roberto Francisco de e PARREIRA, Alexandre Benetti e ZORNBERG, Jorge Gabriel. Numerical analysis of a tunnel in residual soils. Journal of Geotechnical and Geoenvironmental Engineering, v. 128, n. 3, p. 1741-1753, 2002Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)1090-0241(2002)128:3(227). Acesso em: 18 out. 2024.
    • APA

      Azevedo, R. F. de, Parreira, A. B., & Zornberg, J. G. (2002). Numerical analysis of a tunnel in residual soils. Journal of Geotechnical and Geoenvironmental Engineering, 128( 3), 1741-1753. doi:10.1061/(ASCE)1090-0241(2002)128:3(227)
    • NLM

      Azevedo RF de, Parreira AB, Zornberg JG. Numerical analysis of a tunnel in residual soils [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2002 ; 128( 3): 1741-1753.[citado 2024 out. 18 ] Available from: https://doi.org/10.1061/(ASCE)1090-0241(2002)128:3(227)
    • Vancouver

      Azevedo RF de, Parreira AB, Zornberg JG. Numerical analysis of a tunnel in residual soils [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2002 ; 128( 3): 1741-1753.[citado 2024 out. 18 ] Available from: https://doi.org/10.1061/(ASCE)1090-0241(2002)128:3(227)

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