Filtros : "Gourc, Jean-Pierre" Removido: "Português" Limpar

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  • Source: REM International Engineering Journal. Unidade: EESC

    Subjects: GEOMEMBRANAS, ATRITO, GEOSSINTÉTICOS, GEOTECNIA

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    • ABNT

      PITANGA, Heraldo Nunes e VILAR, Orêncio Monje e GOURC, Jean-Pierre. Wear resistance of geosynthetic interfaces constituted by geomembranes and geospacers. REM International Engineering Journal, v. 66, n. 2, p. 227-232, 2013Tradução . . Disponível em: https://doi.org/10.1590/s0370-44672013000200014. Acesso em: 09 nov. 2024.
    • APA

      Pitanga, H. N., Vilar, O. M., & Gourc, J. -P. (2013). Wear resistance of geosynthetic interfaces constituted by geomembranes and geospacers. REM International Engineering Journal, 66( 2), 227-232. doi:10.1590/s0370-44672013000200014
    • NLM

      Pitanga HN, Vilar OM, Gourc J-P. Wear resistance of geosynthetic interfaces constituted by geomembranes and geospacers [Internet]. REM International Engineering Journal. 2013 ; 66( 2): 227-232.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/s0370-44672013000200014
    • Vancouver

      Pitanga HN, Vilar OM, Gourc J-P. Wear resistance of geosynthetic interfaces constituted by geomembranes and geospacers [Internet]. REM International Engineering Journal. 2013 ; 66( 2): 227-232.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1590/s0370-44672013000200014
  • Source: Geotechnical Testing Journal. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, CISALHAMENTO (RESISTÊNCIA)

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    • ABNT

      PITANGA, Heraldo Nunes e GOURC, Jean-Pierre e VILAR, Orencio Monje. Enhanced measurement of geosynthetic interface shear strength using a modified inclined plane device. Geotechnical Testing Journal, v. No 2011, n. 6, p. 1-7, 2011Tradução . . Disponível em: https://doi.org/10.1520/GTJ103349. Acesso em: 09 nov. 2024.
    • APA

      Pitanga, H. N., Gourc, J. -P., & Vilar, O. M. (2011). Enhanced measurement of geosynthetic interface shear strength using a modified inclined plane device. Geotechnical Testing Journal, No 2011( 6), 1-7. doi:10.1520/GTJ103349
    • NLM

      Pitanga HN, Gourc J-P, Vilar OM. Enhanced measurement of geosynthetic interface shear strength using a modified inclined plane device [Internet]. Geotechnical Testing Journal. 2011 ; No 2011( 6): 1-7.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1520/GTJ103349
    • Vancouver

      Pitanga HN, Gourc J-P, Vilar OM. Enhanced measurement of geosynthetic interface shear strength using a modified inclined plane device [Internet]. Geotechnical Testing Journal. 2011 ; No 2011( 6): 1-7.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1520/GTJ103349
  • Source: Waste Management. Unidade: EESC

    Subjects: SOLO TROPICAL, ATERROS, DEGRADAÇÃO AMBIENTAL

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    • ABNT

      MACHADO, Sandro Lemos et al. Methane generation in tropical landfills: simplified methods and field results. Waste Management, v. 29, n. Ja 2009, p. 153-161, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.wasman.2008.02.017. Acesso em: 09 nov. 2024.
    • APA

      Machado, S. L., Carvalho, M. de F., Gourc, J. -P., Vilar, O. M., & Nascimento, J. C. F. do. (2009). Methane generation in tropical landfills: simplified methods and field results. Waste Management, 29( Ja 2009), 153-161. doi:10.1016/j.wasman.2008.02.017
    • NLM

      Machado SL, Carvalho M de F, Gourc J-P, Vilar OM, Nascimento JCF do. Methane generation in tropical landfills: simplified methods and field results [Internet]. Waste Management. 2009 ; 29( Ja 2009): 153-161.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.wasman.2008.02.017
    • Vancouver

      Machado SL, Carvalho M de F, Gourc J-P, Vilar OM, Nascimento JCF do. Methane generation in tropical landfills: simplified methods and field results [Internet]. Waste Management. 2009 ; 29( Ja 2009): 153-161.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.wasman.2008.02.017
  • Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Assunto: MECÂNICA DOS SOLOS

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    • ABNT

      PITANGA, Heraldo Nunes e VILAR, Orencio Monje e GOURC, Jean-Pierre. Compacted soil shear strength characterization on inclined plane test. 2009, Anais.. Amsterdam: IOS Press, 2009. . Acesso em: 09 nov. 2024.
    • APA

      Pitanga, H. N., Vilar, O. M., & Gourc, J. -P. (2009). Compacted soil shear strength characterization on inclined plane test. In Proceedings. Amsterdam: IOS Press.
    • NLM

      Pitanga HN, Vilar OM, Gourc J-P. Compacted soil shear strength characterization on inclined plane test. Proceedings. 2009 ;[citado 2024 nov. 09 ]
    • Vancouver

      Pitanga HN, Vilar OM, Gourc J-P. Compacted soil shear strength characterization on inclined plane test. Proceedings. 2009 ;[citado 2024 nov. 09 ]
  • Source: Geotextiles and Geomembranes. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, CISALHAMENTO, GEOTECNIA

    PrivadoAcesso à fonteDOIHow to cite
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    • ABNT

      PITANGA, Heraldo Nunes e GOURC, Jean-Pierre e VILAR, Orêncio Monje. Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests. Geotextiles and Geomembranes, v. 27, p. 435-446, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.geotexmem.2009.05.003. Acesso em: 09 nov. 2024.
    • APA

      Pitanga, H. N., Gourc, J. -P., & Vilar, O. M. (2009). Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests. Geotextiles and Geomembranes, 27, 435-446. doi:10.1016/j.geotexmem.2009.05.003
    • NLM

      Pitanga HN, Gourc J-P, Vilar OM. Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests [Internet]. Geotextiles and Geomembranes. 2009 ; 27 435-446.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.geotexmem.2009.05.003
    • Vancouver

      Pitanga HN, Gourc J-P, Vilar OM. Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests [Internet]. Geotextiles and Geomembranes. 2009 ; 27 435-446.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.geotexmem.2009.05.003

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