ReP USP - Resultado da busca

Artigo de periodico
Measurement of gas permeability in geosynthetic clay liners in transient flow mode (2011)
Pitanga, Heraldo Nunes; Pierson, Patrick; Vilar, Orencio Monje
Source: Geotechnical Testing Journal. Unidade: EESC
Subjects: GEOSSINTÉTICOS, ARGILAS, ATERROS, PERMEABILIDADE DE ROCHAS
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ABNT
PITANGA, Heraldo Nunes e PIERSON, Patrick e VILAR, Orencio Monje. Measurement of gas permeability in geosynthetic clay liners in transient flow mode. Geotechnical Testing Journal, v. 34, n. Ja 2011, p. 1-7, 2011Tradução . . Disponível em: https://doi.org/10.1520/GTJ103000. Acesso em: 06 nov. 2024.
APA
Pitanga, H. N., Pierson, P., & Vilar, O. M. (2011). Measurement of gas permeability in geosynthetic clay liners in transient flow mode. Geotechnical Testing Journal, 34( Ja 2011), 1-7. doi:10.1520/GTJ103000
NLM
Pitanga HN, Pierson P, Vilar OM. Measurement of gas permeability in geosynthetic clay liners in transient flow mode [Internet]. Geotechnical Testing Journal. 2011 ; 34( Ja 2011): 1-7.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1520/GTJ103000
Vancouver
Pitanga HN, Pierson P, Vilar OM. Measurement of gas permeability in geosynthetic clay liners in transient flow mode [Internet]. Geotechnical Testing Journal. 2011 ; 34( Ja 2011): 1-7.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1520/GTJ103000
Artigo de periodico
Collapse behavior of soil in a Brazilian region affected by a rising water table (2011)
Vilar, Orencio Monje; Rodrigues, Roger Augusto
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: SOLO NÃO SATURADO, ENSAIOS DOS SOLOS
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ABNT
VILAR, Orencio Monje e RODRIGUES, Roger Augusto. Collapse behavior of soil in a Brazilian region affected by a rising water table. Canadian Geotechnical Journal, v. 48, n. 2, p. 226-233, 2011Tradução . . Disponível em: https://doi.org/10.1139/T10-065. Acesso em: 06 nov. 2024.
APA
Vilar, O. M., & Rodrigues, R. A. (2011). Collapse behavior of soil in a Brazilian region affected by a rising water table. Canadian Geotechnical Journal, 48( 2), 226-233. doi:10.1139/T10-065
NLM
Vilar OM, Rodrigues RA. Collapse behavior of soil in a Brazilian region affected by a rising water table [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 226-233.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T10-065
Vancouver
Vilar OM, Rodrigues RA. Collapse behavior of soil in a Brazilian region affected by a rising water table [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 226-233.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T10-065
Artigo de periodico
Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils (2011)
Reis, Rodrigo Martins; Azevedo, Roberto Francisco de; Botelho, Betânia Severino; Vilar, Orencio Monje
Source: Geotechnical Testing Journal. Unidade: EESC
Subjects: SOLO RESIDUAL, SOLO NÃO SATURADO
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ABNT
REIS, Rodrigo Martins et al. Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal, v. 34, n. 3, p. 1-9, 2011Tradução . . Acesso em: 06 nov. 2024.
APA
Reis, R. M., Azevedo, R. F. de, Botelho, B. S., & Vilar, O. M. (2011). Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal, 34( 3), 1-9.
NLM
Reis RM, Azevedo RF de, Botelho BS, Vilar OM. Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal. 2011 ; 34( 3): 1-9.[citado 2024 nov. 06 ]
Vancouver
Reis RM, Azevedo RF de, Botelho BS, Vilar OM. Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal. 2011 ; 34( 3): 1-9.[citado 2024 nov. 06 ]
Artigo de periodico
Sand grain crushing and interface shearing during displacement pile installation in sand (2010)
Zhongxuan, Yang; Jardine, Richard J.; Zhu, B. T.; Foray, Pierre Y.; Tsuha, Cristina de Hollanda Cavalcanti
Source: Géotechnique : the international journal of soil mechanics. Unidade: EESC
Subjects: SOLOS, GEOLOGIA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ZHONGXUAN, Yang et al. Sand grain crushing and interface shearing during displacement pile installation in sand. Géotechnique : the international journal of soil mechanics, v. 60, n. 6, p. 469-482, 2010Tradução . . Disponível em: https://doi.org/10.1680/geot.2010.60.6.469. Acesso em: 06 nov. 2024.
APA
Zhongxuan, Y., Jardine, R. J., Zhu, B. T., Foray, P. Y., & Tsuha, C. de H. C. (2010). Sand grain crushing and interface shearing during displacement pile installation in sand. Géotechnique : the international journal of soil mechanics, 60( 6), 469-482. doi:10.1680/geot.2010.60.6.469
NLM
Zhongxuan Y, Jardine RJ, Zhu BT, Foray PY, Tsuha C de HC. Sand grain crushing and interface shearing during displacement pile installation in sand [Internet]. Géotechnique : the international journal of soil mechanics. 2010 ; 60( 6): 469-482.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1680/geot.2010.60.6.469
Vancouver
Zhongxuan Y, Jardine RJ, Zhu BT, Foray PY, Tsuha C de HC. Sand grain crushing and interface shearing during displacement pile installation in sand [Internet]. Géotechnique : the international journal of soil mechanics. 2010 ; 60( 6): 469-482.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1680/geot.2010.60.6.469
Artigo de periodico
Relationship between installation torque and uplift capacity of deep helical piles in sand (2010)
Tsuha, Cristina de Hollanda Cavalcanti; Aoki, Nelson
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: FUNDAÇÕES OFFSHORE, FUNDAÇÕES PROFUNDAS, AREIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, v. 47, n. 6, p. 635-647, 2010Tradução . . Disponível em: https://doi.org/10.1139/T09-128. Acesso em: 06 nov. 2024.
APA
Tsuha, C. de H. C., & Aoki, N. (2010). Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, 47( 6), 635-647. doi:10.1139/T09-128
NLM
Tsuha C de HC, Aoki N. Relationship between installation torque and uplift capacity of deep helical piles in sand [Internet]. Canadian Geotechnical Journal. 2010 ; 47( 6): 635-647.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T09-128
Vancouver
Tsuha C de HC, Aoki N. Relationship between installation torque and uplift capacity of deep helical piles in sand [Internet]. Canadian Geotechnical Journal. 2010 ; 47( 6): 635-647.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T09-128
Artigo de periodico
A simplified procedure to estimate the shear strength envelope of unsaturated soils (2006)
Vilar, Orêncio Monje
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: SOLO NÃO SATURADO, ENSAIOS DE CISALHAMENTO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VILAR, Orêncio Monje. A simplified procedure to estimate the shear strength envelope of unsaturated soils. Canadian Geotechnical Journal, v. 43, n. 10, p. 1088-1095, 2006Tradução . . Disponível em: https://doi.org/10.1139/t06-055. Acesso em: 06 nov. 2024.
APA
Vilar, O. M. (2006). A simplified procedure to estimate the shear strength envelope of unsaturated soils. Canadian Geotechnical Journal, 43( 10), 1088-1095. doi:10.1139/t06-055
NLM
Vilar OM. A simplified procedure to estimate the shear strength envelope of unsaturated soils [Internet]. Canadian Geotechnical Journal. 2006 ; 43( 10): 1088-1095.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/t06-055
Vancouver
Vilar OM. A simplified procedure to estimate the shear strength envelope of unsaturated soils [Internet]. Canadian Geotechnical Journal. 2006 ; 43( 10): 1088-1095.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/t06-055

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