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Artigo de periodico
Uplift performance of helical piles with cement injection in residual soils (2020)
Santos Filho, João Manoel Sampaio Mathias dos; Tsuha, Cristina de Hollanda Cavalcanti
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: SOLO RESIDUAL, ESTACAS, GEOTECNIA
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ABNT
SANTOS FILHO, João Manoel Sampaio Mathias dos e TSUHA, Cristina de Hollanda Cavalcanti. Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, v. 57, n. 9, p. 1-48, 2020Tradução . . Disponível em: https://doi.org/10.1139/cgj-2019-0317. Acesso em: 19 abr. 2024.
APA
Santos Filho, J. M. S. M. dos, & Tsuha, C. de H. C. (2020). Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, 57( 9), 1-48. doi:10.1139/cgj-2019-0317
NLM
Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2019-0317
Vancouver
Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2019-0317
Artigo de periodico
Tunneling in brasilia parous clay (1996)
Ortigao, J A R; Kochen, Roberto; Farias, M M; Assis, A P
Source: Canadian Geotechnical Journal. Unidade: EP
Assunto: OBRAS DE TERRA E ENROCAMENTO
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ABNT
ORTIGAO, J A R et al. Tunneling in brasilia parous clay. Canadian Geotechnical Journal, v. 33, p. 565-73, 1996Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/912f8d4c-e881-43e8-b60c-179bfa3d3496/Kochen-1996-tunnelling.pdf. Acesso em: 19 abr. 2024.
APA
Ortigao, J. A. R., Kochen, R., Farias, M. M., & Assis, A. P. (1996). Tunneling in brasilia parous clay. Canadian Geotechnical Journal, 33, 565-73. Recuperado de https://repositorio.usp.br/directbitstream/912f8d4c-e881-43e8-b60c-179bfa3d3496/Kochen-1996-tunnelling.pdf
NLM
Ortigao JAR, Kochen R, Farias MM, Assis AP. Tunneling in brasilia parous clay [Internet]. Canadian Geotechnical Journal. 1996 ;33 565-73.[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/912f8d4c-e881-43e8-b60c-179bfa3d3496/Kochen-1996-tunnelling.pdf
Vancouver
Ortigao JAR, Kochen R, Farias MM, Assis AP. Tunneling in brasilia parous clay [Internet]. Canadian Geotechnical Journal. 1996 ;33 565-73.[citado 2024 abr. 19 ] Available from: https://repositorio.usp.br/directbitstream/912f8d4c-e881-43e8-b60c-179bfa3d3496/Kochen-1996-tunnelling.pdf
Artigo de periodico
Study of water retention properties of a tropical soil (2009)
Miguel, Miriam Gonçalves; Vilar, Orencio Monje
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: SOLO TROPICAL, ÁGUA DO SOLO
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ABNT
MIGUEL, Miriam Gonçalves e VILAR, Orencio Monje. Study of water retention properties of a tropical soil. Canadian Geotechnical Journal, v. 46, n. 9, p. 1084-1092, 2009Tradução . . Disponível em: https://doi.org/10.1139/T09-039. Acesso em: 19 abr. 2024.
APA
Miguel, M. G., & Vilar, O. M. (2009). Study of water retention properties of a tropical soil. Canadian Geotechnical Journal, 46( 9), 1084-1092. doi:10.1139/T09-039
NLM
Miguel MG, Vilar OM. Study of water retention properties of a tropical soil [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 9): 1084-1092.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T09-039
Vancouver
Miguel MG, Vilar OM. Study of water retention properties of a tropical soil [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 9): 1084-1092.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T09-039
Artigo de periodico
Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study (2023)
Zacarin, João Gabriel Mercio Xavier; Silva, Bruno Oliveira da; Tsuha, Cristina de Hollanda Cavalcanti ; Vilar, Orêncio Monje
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: SOLO NÃO SATURADO, ESTACAS, GEOTECNIA
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ABNT
ZACARIN, João Gabriel Mercio Xavier et al. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study. Canadian Geotechnical Journal, p. 1-31, 2023Tradução . . Disponível em: http://dx.doi.org/10.1139/cgj-2022-0102. Acesso em: 19 abr. 2024.
APA
Zacarin, J. G. M. X., Silva, B. O. da, Tsuha, C. de H. C., & Vilar, O. M. (2023). Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study. Canadian Geotechnical Journal, 1-31. doi:10.1139/cgj-2022-0102
NLM
Zacarin JGMX, Silva BO da, Tsuha C de HC, Vilar OM. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study [Internet]. Canadian Geotechnical Journal. 2023 ; 1-31.[citado 2024 abr. 19 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102
Vancouver
Zacarin JGMX, Silva BO da, Tsuha C de HC, Vilar OM. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study [Internet]. Canadian Geotechnical Journal. 2023 ; 1-31.[citado 2024 abr. 19 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102
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
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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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] Available from: https://doi.org/10.1139/T09-128
Artigo de periodico
Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand (2018)
Agudelo Pérez, Zorany; Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti ; Dias, Daniel; Thorel, Luc
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: ANCORAGEM, AREIA, GEOTECNIA
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ABNT
AGUDELO PÉREZ, Zorany et al. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, v. 55, n. 8, p. 1067-1080, 2018Tradução . . Disponível em: https://doi.org/10.1139/cgj-2017-0137. Acesso em: 19 abr. 2024.
APA
Agudelo Pérez, Z., Schiavon, J. A., Tsuha, C. de H. C., Dias, D., & Thorel, L. (2018). Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, 55( 8), 1067-1080. doi:10.1139/cgj-2017-0137
NLM
Agudelo Pérez Z, Schiavon JA, Tsuha C de HC, Dias D, Thorel L. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand [Internet]. Canadian Geotechnical Journal. 2018 ; 55( 8): 1067-1080.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2017-0137
Vancouver
Agudelo Pérez Z, Schiavon JA, Tsuha C de HC, Dias D, Thorel L. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand [Internet]. Canadian Geotechnical Journal. 2018 ; 55( 8): 1067-1080.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2017-0137
Artigo de periodico
Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face (2009)
Gomes, Ricardo Adriano Martoni Pereira; Celestino, Tarcísio Barreto
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: TÚNEIS, TENSÃO DOS MATERIAIS
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ABNT
GOMES, Ricardo Adriano Martoni Pereira e CELESTINO, Tarcísio Barreto. Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face. Canadian Geotechnical Journal, v. 46, n. 7, p. 855-868, 2009Tradução . . Disponível em: https://doi.org/10.1139/T09-016. Acesso em: 19 abr. 2024.
APA
Gomes, R. A. M. P., & Celestino, T. B. (2009). Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face. Canadian Geotechnical Journal, 46( 7), 855-868. doi:10.1139/T09-016
NLM
Gomes RAMP, Celestino TB. Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 7): 855-868.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T09-016
Vancouver
Gomes RAMP, Celestino TB. Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 7): 855-868.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T09-016
Artigo de periodico
Helical piles in unsaturated structured soil: a case study (2016)
Tsuha, Cristina de Hollanda Cavalcanti; Santos Filho, João Manoel Sampaio Mathias dos; Santos, Thiago da Costa
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: SOLO RESIDUAL, FUNDAÇÕES POR ESTACAS
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti e SANTOS FILHO, João Manoel Sampaio Mathias dos e SANTOS, Thiago da Costa. Helical piles in unsaturated structured soil: a case study. Canadian Geotechnical Journal, v. 53, n. Ja 2016, p. 103-117, 2016Tradução . . Disponível em: https://doi.org/10.1139/cgj-2015-0017. Acesso em: 19 abr. 2024.
APA
Tsuha, C. de H. C., Santos Filho, J. M. S. M. dos, & Santos, T. da C. (2016). Helical piles in unsaturated structured soil: a case study. Canadian Geotechnical Journal, 53( Ja 2016), 103-117. doi:10.1139/cgj-2015-0017
NLM
Tsuha C de HC, Santos Filho JMSM dos, Santos T da C. Helical piles in unsaturated structured soil: a case study [Internet]. Canadian Geotechnical Journal. 2016 ; 53( Ja 2016): 103-117.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2015-0017
Vancouver
Tsuha C de HC, Santos Filho JMSM dos, Santos T da C. Helical piles in unsaturated structured soil: a case study [Internet]. Canadian Geotechnical Journal. 2016 ; 53( Ja 2016): 103-117.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2015-0017
Artigo de periodico
Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests (2012)
Tsuha, Cristina de Hollanda Cavalcanti; Aoki, Nelson; Rault, Gérard; Thorel, Luc; Garnier, Jacques
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: AREIA, ÂNCORAS
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests. Canadian Geotechnical Journal, v. 49, n. 9, p. 1102-1114, 2012Tradução . . Disponível em: https://doi.org/10.1139/T2012-064. Acesso em: 19 abr. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2012). Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests. Canadian Geotechnical Journal, 49( 9), 1102-1114. doi:10.1139/T2012-064
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests [Internet]. Canadian Geotechnical Journal. 2012 ; 49( 9): 1102-1114.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T2012-064
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests [Internet]. Canadian Geotechnical Journal. 2012 ; 49( 9): 1102-1114.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T2012-064
Artigo de periodico-resenha
Discussion of "Measurements of suction versus water content for bentonite–sand mixtures" (2011)
Haghighi, Ali; Medero, Gabriela M. ; Marinho, Fernando A. M. ; Woodward, Peter K
Source: Canadian Geotechnical Journal. Unidade: EP
Assunto: MECÂNICA DOS SOLOS
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ABNT
HAGHIGHI, Ali et al. Discussion of "Measurements of suction versus water content for bentonite–sand mixtures". Canadian Geotechnical Journal. Ottawa: Escola Politécnica, Universidade de São Paulo. Disponível em: https://doi.org/10.1139/T10-106. Acesso em: 19 abr. 2024. , 2011
APA
Haghighi, A., Medero, G. M., Marinho, F. A. M., & Woodward, P. K. (2011). Discussion of "Measurements of suction versus water content for bentonite–sand mixtures". Canadian Geotechnical Journal. Ottawa: Escola Politécnica, Universidade de São Paulo. doi:10.1139/T10-106
NLM
Haghighi A, Medero GM, Marinho FAM, Woodward PK. Discussion of "Measurements of suction versus water content for bentonite–sand mixtures" [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 336–337.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T10-106
Vancouver
Haghighi A, Medero GM, Marinho FAM, Woodward PK. Discussion of "Measurements of suction versus water content for bentonite–sand mixtures" [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 336–337.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/T10-106
Artigo de periodico
Discussion of "Field investigation of the axial resistance of helical piles in dense sand" (2015)
Zapata Mosquera, Zorany Suley; Tsuha, Cristina de Hollanda Cavalcanti; Schiavon, José Antonio; Thorel, Luc
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: ESTACAS HÉLICE CONTÍNUA E ÔMEGA, FUNDAÇÕES POR ESTACAS
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ABNT
ZAPATA MOSQUERA, Zorany Suley et al. Discussion of "Field investigation of the axial resistance of helical piles in dense sand". Canadian Geotechnical Journal, v. 52, n. 8, p. 1190-1194, 2015Tradução . . Disponível em: https://doi.org/10.1139/cgj-2015-0212. Acesso em: 19 abr. 2024.
APA
Zapata Mosquera, Z. S., Tsuha, C. de H. C., Schiavon, J. A., & Thorel, L. (2015). Discussion of "Field investigation of the axial resistance of helical piles in dense sand". Canadian Geotechnical Journal, 52( 8), 1190-1194. doi:10.1139/cgj-2015-0212
NLM
Zapata Mosquera ZS, Tsuha C de HC, Schiavon JA, Thorel L. Discussion of "Field investigation of the axial resistance of helical piles in dense sand" [Internet]. Canadian Geotechnical Journal. 2015 ; 52( 8): 1190-1194.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2015-0212
Vancouver
Zapata Mosquera ZS, Tsuha C de HC, Schiavon JA, Thorel L. Discussion of "Field investigation of the axial resistance of helical piles in dense sand" [Internet]. Canadian Geotechnical Journal. 2015 ; 52( 8): 1190-1194.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2015-0212
Artigo de periodico
Coupled analysis of soil shear strength and retention curves with different interstitial fluids (2023)
Machado, Sandro Lemos; Carvalho, Míriam de Fátima; Vilar, Orêncio Monje; Maedo, Michael Andrade
Source: Canadian Geotechnical Journal. Unidade: EESC
Subjects: SOLO NÃO SATURADO, CISALHAMENTO, GEOTECNIA
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ABNT
MACHADO, Sandro Lemos et al. Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, p. 1-47, 2023Tradução . . Disponível em: https://doi.org/10.1139/cgj-2022-0307. Acesso em: 19 abr. 2024.
APA
Machado, S. L., Carvalho, M. de F., Vilar, O. M., & Maedo, M. A. (2023). Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, 1-47. doi:10.1139/cgj-2022-0307
NLM
Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2022-0307
Vancouver
Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1139/cgj-2022-0307
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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] Available from: https://doi.org/10.1139/T10-065
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
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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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] Available from: https://doi.org/10.1139/t06-055

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