ReP USP - Resultado da busca

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
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Assuntos: FUNDAÇÕES (ENGENHARIA), SOLO LATERÍTICO, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] 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
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EP
Assuntos: SOLO SATURADO, TALUDES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] 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
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Assuntos: SOLO ARENOSO, AREIA, FALHAS (GEOLOGIA ESTRUTURAL), TUBOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] 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
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidades: EP, IQ
Assuntos: METAIS, GEOQUÍMICA, QUÍMICA DO SOLO, QUÍMICA ANALÍTICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] 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
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Assuntos: 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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] 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
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EP
Assuntos: SOLO TROPICAL, SOLO SATURADO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] 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
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Assuntos: RESÍDUOS SÓLIDOS, GEOLOGIA AMBIENTAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 03 nov. 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 nov. 03 ]
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 nov. 03 ]
Artigo de periodico
Numerical analysis of a tunnel in residual soils (2002)
Azevedo, Roberto Francisco de; Parreira, Alexandre Benetti; Zornberg, Jorge Gabriel
Fonte: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC
Assuntos: 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: 03 nov. 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 nov. 03 ] 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 nov. 03 ] Available from: https://doi.org/10.1061/(ASCE)1090-0241(2002)128:3(227)

Unidades USP

ReP

Filtros

Autores

Autores USP

Ano de publicação

Assuntos

Indexado em

Afiliação dos autores externos não normalizada