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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: 17 jun. 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 jun. 17 ] 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 jun. 17 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102
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: 17 jun. 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 jun. 17 ] 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 jun. 17 ] Available from: https://doi.org/10.1139/cgj-2019-0317
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: 17 jun. 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 jun. 17 ] 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 jun. 17 ] Available from: https://doi.org/10.1139/cgj-2017-0137
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: 17 jun. 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 jun. 17 ] 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 jun. 17 ] Available from: https://doi.org/10.1139/cgj-2015-0017
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: 17 jun. 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 jun. 17 ] 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 jun. 17 ] Available from: https://doi.org/10.1139/cgj-2015-0212
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: 17 jun. 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 jun. 17 ] 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 jun. 17 ] Available from: https://doi.org/10.1139/T2012-064
Trabalho de evento
Quality control of helical piles in sand (2011)
Tsuha, Cristina de Hollanda Cavalcanti ; Aoki, Nelson
Source: Proceedings. Conference titles: Canadian Geotechnical Conference. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, GEOTECNIA
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Quality control of helical piles in sand. 2011, Anais.. Canada: Canadian Geotechnical Society, 2011. Disponível em: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf. Acesso em: 17 jun. 2024.
APA
Tsuha, C. de H. C., & Aoki, N. (2011). Quality control of helical piles in sand. In Proceedings. Canada: Canadian Geotechnical Society. Recuperado de https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
NLM
Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 jun. 17 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
Vancouver
Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 jun. 17 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
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: 17 jun. 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 jun. 17 ] 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 jun. 17 ] Available from: https://doi.org/10.1139/T09-128

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