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Artigo de periodico
Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns (2019)
Pereira, Mara Sarro; Tsuha, Cristina de Hollanda Cavalcanti ; Vilar, Orêncio Monje; Schiavon, José Antonio; Tibana, Sérgio; Saboya Junior, Fernando; Dias, Daniel
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), SOLO LATERÍTICO, GEOTECNIA
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ABNT
PEREIRA, Mara Sarro et al. Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns. Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 9, p. 1-14, 2019Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002093. Acesso em: 27 abr. 2024.
APA
Pereira, M. S., Tsuha, C. de H. C., Vilar, O. M., Schiavon, J. A., Tibana, S., Saboya Junior, F., & Dias, D. (2019). Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns. Journal of Geotechnical and Geoenvironmental Engineering, 145( 9), 1-14. doi:10.1061/(ASCE)GT.1943-5606.0002093
NLM
Pereira MS, Tsuha C de HC, Vilar OM, Schiavon JA, Tibana S, Saboya Junior F, Dias D. Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2019 ; 145( 9): 1-14.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002093
Vancouver
Pereira MS, Tsuha C de HC, Vilar OM, Schiavon JA, Tibana S, Saboya Junior F, Dias D. Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2019 ; 145( 9): 1-14.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002093
Artigo de periodico
Unsaturated infinite slope stability considering surface flux conditions (2010)
Travis, Quentin B.; Houston, Sandra L; Marinho, Fernando A. M. ; Schmeeckie, Mark
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EP
Subjects: SOLO SATURADO, TALUDES
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ABNT
TRAVIS, Quentin B. et al. Unsaturated infinite slope stability considering surface flux conditions. Journal of Geotechnical and Geoenvironmental Engineering, v. 136, n. 7, p. 963-974, 2010Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000301. Acesso em: 27 abr. 2024.
APA
Travis, Q. B., Houston, S. L., Marinho, F. A. M., & Schmeeckie, M. (2010). Unsaturated infinite slope stability considering surface flux conditions. Journal of Geotechnical and Geoenvironmental Engineering, 136( 7), 963-974. doi:10.1061/(ASCE)GT.1943-5606.0000301
NLM
Travis QB, Houston SL, Marinho FAM, Schmeeckie M. Unsaturated infinite slope stability considering surface flux conditions [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2010 ; 136( 7): 963-974.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000301
Vancouver
Travis QB, Houston SL, Marinho FAM, Schmeeckie M. Unsaturated infinite slope stability considering surface flux conditions [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2010 ; 136( 7): 963-974.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000301
Artigo de periodico
Failure mechanisms in sand over a deep active trapdoor (2009)
Costa, Yuri Daniel Jatobá; Zornberg, Jorge Gabriel; Bueno, Benedito de Souza; Costa, Carina Maia Lins
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Subjects: SOLO ARENOSO, AREIA, FALHAS (GEOLOGIA ESTRUTURAL), TUBOS
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ABNT
COSTA, Yuri Daniel Jatobá et al. Failure mechanisms in sand over a deep active trapdoor. Journal of Geotechnical and Geoenvironmental Engineering, v. No 2009, n. 11, p. 1741-1753, 2009Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000134. Acesso em: 27 abr. 2024.
APA
Costa, Y. D. J., Zornberg, J. G., Bueno, B. de S., & Costa, C. M. L. (2009). Failure mechanisms in sand over a deep active trapdoor. Journal of Geotechnical and Geoenvironmental Engineering, No 2009( 11), 1741-1753. doi:10.1061/(ASCE)GT.1943-5606.0000134
NLM
Costa YDJ, Zornberg JG, Bueno B de S, Costa CML. Failure mechanisms in sand over a deep active trapdoor [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2009 ; No 2009( 11): 1741-1753.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000134
Vancouver
Costa YDJ, Zornberg JG, Bueno B de S, Costa CML. Failure mechanisms in sand over a deep active trapdoor [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2009 ; No 2009( 11): 1741-1753.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000134
Artigo de periodico
Metal transport parameters of a gneiss saprolitic silty soil for liner design (2008)
Stuermer, Monica Machado; Boscov, Maria Eugênia Gimenez ; Oliveira, Elisabeth de
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidades: EP, IQ
Subjects: METAIS, GEOQUÍMICA, QUÍMICA DO SOLO, QUÍMICA ANALÍTICA
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ABNT
STUERMER, Monica Machado e BOSCOV, Maria Eugênia Gimenez e OLIVEIRA, Elisabeth de. Metal transport parameters of a gneiss saprolitic silty soil for liner design. Journal of Geotechnical and Geoenvironmental Engineering, v. 134, n. 4, p. 509-518, 2008Tradução . . Disponível em: https://doi.org/10.1061/(asce)1090-0241(2008)134:4(509). Acesso em: 27 abr. 2024.
APA
Stuermer, M. M., Boscov, M. E. G., & Oliveira, E. de. (2008). Metal transport parameters of a gneiss saprolitic silty soil for liner design. Journal of Geotechnical and Geoenvironmental Engineering, 134( 4), 509-518. doi:10.1061/(asce)1090-0241(2008)134:4(509)
NLM
Stuermer MM, Boscov MEG, Oliveira E de. Metal transport parameters of a gneiss saprolitic silty soil for liner design [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2008 ; 134( 4): 509-518.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(asce)1090-0241(2008)134:4(509)
Vancouver
Stuermer MM, Boscov MEG, Oliveira E de. Metal transport parameters of a gneiss saprolitic silty soil for liner design [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2008 ; 134( 4): 509-518.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(asce)1090-0241(2008)134:4(509)
Artigo de periodico
Pullout resistance of individual longitudinal and transverse geogrid ribs (2007)
Teixeira, Sidnei Helder Cardoso; Bueno, Benedito de Souza; Zornberg, Jorge Gabriel
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Subjects: SOLOS (ESTRUTURA), ENSAIOS DOS SOLOS, REFORÇO DE FUNDAÇÕES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TEIXEIRA, Sidnei Helder Cardoso e BUENO, Benedito de Souza e ZORNBERG, Jorge Gabriel. Pullout resistance of individual longitudinal and transverse geogrid ribs. Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. Ja 2007, p. 37-50, 2007Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)1090-0241(2007)133:1(37). Acesso em: 27 abr. 2024.
APA
Teixeira, S. H. C., Bueno, B. de S., & Zornberg, J. G. (2007). Pullout resistance of individual longitudinal and transverse geogrid ribs. Journal of Geotechnical and Geoenvironmental Engineering, 133( Ja 2007), 37-50. doi:10.1061/(ASCE)1090-0241(2007)133:1(37)
NLM
Teixeira SHC, Bueno B de S, Zornberg JG. Pullout resistance of individual longitudinal and transverse geogrid ribs [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2007 ; 133( Ja 2007): 37-50.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)1090-0241(2007)133:1(37)
Vancouver
Teixeira SHC, Bueno B de S, Zornberg JG. Pullout resistance of individual longitudinal and transverse geogrid ribs [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2007 ; 133( Ja 2007): 37-50.[citado 2024 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)1090-0241(2007)133:1(37)
Artigo de periodico
Yield, strength, and critical state behavior of a tropical saturated soil (2004)
Futai, Marcos Massao (Orientador) ; Almeida, M. S. S.; Lacerda, Willy Alvarenga
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EP
Subjects: SOLO TROPICAL, SOLO SATURADO
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ABNT
ALMEIDA, M. S. S. e LACERDA, Willy Alvarenga. Yield, strength, and critical state behavior of a tropical saturated soil. Journal of Geotechnical and Geoenvironmental Engineering, v. No 2001, n. 11, p. 1196-1179, 2004Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/4d3e1c5c-bf18-4e5a-9b39-70b023bf4194/Futai-2004-yield.pdf. Acesso em: 27 abr. 2024.
APA
Almeida, M. S. S., & Lacerda, W. A. (2004). Yield, strength, and critical state behavior of a tropical saturated soil. Journal of Geotechnical and Geoenvironmental Engineering, No 2001( 11), 1196-1179. Recuperado de https://repositorio.usp.br/directbitstream/4d3e1c5c-bf18-4e5a-9b39-70b023bf4194/Futai-2004-yield.pdf
NLM
Almeida MSS, Lacerda WA. Yield, strength, and critical state behavior of a tropical saturated soil [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2004 ; No 2001( 11): 1196-1179.[citado 2024 abr. 27 ] Available from: https://repositorio.usp.br/directbitstream/4d3e1c5c-bf18-4e5a-9b39-70b023bf4194/Futai-2004-yield.pdf
Vancouver
Almeida MSS, Lacerda WA. Yield, strength, and critical state behavior of a tropical saturated soil [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2004 ; No 2001( 11): 1196-1179.[citado 2024 abr. 27 ] Available from: https://repositorio.usp.br/directbitstream/4d3e1c5c-bf18-4e5a-9b39-70b023bf4194/Futai-2004-yield.pdf
Artigo de periodico
Composite compressibility model for municipal solid waste (2003)
Marques, Afonso Celso Moruzzi; Filz, George M.; Orêncio Monje Vilar
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Subjects: RESÍDUOS SÓLIDOS, GEOLOGIA AMBIENTAL
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ABNT
MARQUES, Afonso Celso Moruzzi e FILZ, George M. e ORÊNCIO MONJE VILAR,. Composite compressibility model for municipal solid waste. Journal of Geotechnical and Geoenvironmental Engineering, v. 129, n. 4, p. 372-378, 2003Tradução . . Acesso em: 27 abr. 2024.
APA
Marques, A. C. M., Filz, G. M., & Orêncio Monje Vilar,. (2003). Composite compressibility model for municipal solid waste. Journal of Geotechnical and Geoenvironmental Engineering, 129( 4), 372-378.
NLM
Marques ACM, Filz GM, Orêncio Monje Vilar. Composite compressibility model for municipal solid waste. Journal of Geotechnical and Geoenvironmental Engineering. 2003 ; 129( 4): 372-378.[citado 2024 abr. 27 ]
Vancouver
Marques ACM, Filz GM, Orêncio Monje Vilar. Composite compressibility model for municipal solid waste. Journal of Geotechnical and Geoenvironmental Engineering. 2003 ; 129( 4): 372-378.[citado 2024 abr. 27 ]
Artigo de periodico
Numerical analysis of a tunnel in residual soils (2002)
Azevedo, Roberto Francisco de; Parreira, Alexandre Benetti; Zornberg, Jorge Gabriel
Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Subjects: SOLO RESIDUAL, TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, SISTEMAS E PROCESSOS CONSTRUTIVOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 27 abr. 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 abr. 27 ] 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 abr. 27 ] Available from: https://doi.org/10.1061/(ASCE)1090-0241(2002)128:3(227)

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