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SANTOS FILHO, João Manoel Sampaio Mathias dos e MORAIS, Thaise da Silva Oliveira e TSUHA, Cristina de Hollanda Cavalcanti. Helical piles with cement injection in medium dense sand. International Journal of Geotechnical Engineering, v. 17, n. 4, p. 352-362, 2023Tradução . . Disponível em: http://dx.doi.org/10.1080/19386362.2023.2250200. Acesso em: 28 ago. 2024.
APA
Santos Filho, J. M. S. M. dos, Morais, T. da S. O., & Tsuha, C. de H. C. (2023). Helical piles with cement injection in medium dense sand. International Journal of Geotechnical Engineering, 17( 4), 352-362. doi:10.1080/19386362.2023.2250200
NLM
Santos Filho JMSM dos, Morais T da SO, Tsuha C de HC. Helical piles with cement injection in medium dense sand [Internet]. International Journal of Geotechnical Engineering. 2023 ; 17( 4): 352-362.[citado 2024 ago. 28 ] Available from: http://dx.doi.org/10.1080/19386362.2023.2250200
Vancouver
Santos Filho JMSM dos, Morais T da SO, Tsuha C de HC. Helical piles with cement injection in medium dense sand [Internet]. International Journal of Geotechnical Engineering. 2023 ; 17( 4): 352-362.[citado 2024 ago. 28 ] Available from: http://dx.doi.org/10.1080/19386362.2023.2250200
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SILVA, Bruno Oliveira da e TSUHA, Cristina de Hollanda Cavalcanti e BECK, André Teófilo. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data. International Journal of Civil Engineering, v. 19, p. 1357-1368, 2021Tradução . . Disponível em: https://doi.org/10.1007/s40999-021-00647-3. Acesso em: 28 ago. 2024.
APA
Silva, B. O. da, Tsuha, C. de H. C., & Beck, A. T. (2021). A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data. International Journal of Civil Engineering, 19, 1357-1368. doi:10.1007/s40999-021-00647-3
NLM
Silva BO da, Tsuha C de HC, Beck AT. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data [Internet]. International Journal of Civil Engineering. 2021 ; 19 1357-1368.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1007/s40999-021-00647-3
Vancouver
Silva BO da, Tsuha C de HC, Beck AT. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data [Internet]. International Journal of Civil Engineering. 2021 ; 19 1357-1368.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1007/s40999-021-00647-3
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SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Study on the installation effect of helical piles in very dense sand. 2020, Anais.. Lulea, Sweden: Lulea University of Technology, 2020. Disponível em: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf. Acesso em: 28 ago. 2024.
APA
Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2020). Study on the installation effect of helical piles in very dense sand. In Proceedings. Lulea, Sweden: Lulea University of Technology. Recuperado de https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
NLM
Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand [Internet]. Proceedings. 2020 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
Vancouver
Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand [Internet]. Proceedings. 2020 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
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SPAGNOLI, Giovanni e TSUHA, Cristina de Hollanda Cavalcanti. Review of torque models for offshore helical piles. E3S Web of Conferences. Les Ulis: EDP Sciences. Disponível em: https://doi.org/10.1051/e3sconf/202020512007. Acesso em: 28 ago. 2024. , 2020
APA
Spagnoli, G., & Tsuha, C. de H. C. (2020). Review of torque models for offshore helical piles. E3S Web of Conferences. Les Ulis: EDP Sciences. doi:10.1051/e3sconf/202020512007
NLM
Spagnoli G, Tsuha C de HC. Review of torque models for offshore helical piles [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1051/e3sconf/202020512007
Vancouver
Spagnoli G, Tsuha C de HC. Review of torque models for offshore helical piles [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1051/e3sconf/202020512007
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SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Tradução . London, United Kingdom: ISSMGE, 2019. . Disponível em: https://doi.org/10.3233/STAL190076. Acesso em: 28 ago. 2024.
APA
Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2019). Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE. doi:10.3233/STAL190076
NLM
Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 ago. 28 ] Available from: https://doi.org/10.3233/STAL190076
Vancouver
Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 ago. 28 ] Available from: https://doi.org/10.3233/STAL190076
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TSUHA, Cristina de Hollanda Cavalcanti e SCHIAVON, José Antonio e THOREL, Luc. Evaluation of the breakout factor for helical anchors in sand by centrifuge testing. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Tradução . London, United Kingdom: ISSMGE, 2019. . Disponível em: https://doi.org/10.3233/STAL190128. Acesso em: 28 ago. 2024.
APA
Tsuha, C. de H. C., Schiavon, J. A., & Thorel, L. (2019). Evaluation of the breakout factor for helical anchors in sand by centrifuge testing. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE. doi:10.3233/STAL190128
NLM
Tsuha C de HC, Schiavon JA, Thorel L. Evaluation of the breakout factor for helical anchors in sand by centrifuge testing [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 ago. 28 ] Available from: https://doi.org/10.3233/STAL190128
Vancouver
Tsuha C de HC, Schiavon JA, Thorel L. Evaluation of the breakout factor for helical anchors in sand by centrifuge testing [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 ago. 28 ] Available from: https://doi.org/10.3233/STAL190128
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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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1139/cgj-2017-0137
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SILVA, Diego Moreira da e TSUHA, Cristina de Hollanda Cavalcanti. A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand. 2018, Anais.. São Paulo, SP: ABMS, 2018. Disponível em: https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf. Acesso em: 28 ago. 2024.
APA
Silva, D. M. da, & Tsuha, C. de H. C. (2018). A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand. In Anais. São Paulo, SP: ABMS. Recuperado de https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf
NLM
Silva DM da, Tsuha C de HC. A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand [Internet]. Anais. 2018 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf
Vancouver
Silva DM da, Tsuha C de HC. A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand [Internet]. Anais. 2018 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/6610eae7-16c2-44ee-af7c-49cc9fb06a5a/trabalho%2015%20-%20A%20numerical%20investigation%20of%20chamber%20size%20and%20boundary%20effects%20on%20the%20helix%20bearing%20resistance%20of%20helical%20piles%20in%20sand%20%28XIX%20COBRAMSEG%202018%29.pdf
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SPAGNOLI, Giovanni et al. Estimation of uplift capacity and installation power of helical piles in sand for offshore structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 144, n. 6, p. 1-11, 2018Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)WW.1943-5460.0000471. Acesso em: 28 ago. 2024.
APA
Spagnoli, G., Tsuha, C. de H. C., Oreste, P., & Mendez Solarte, C. M. (2018). Estimation of uplift capacity and installation power of helical piles in sand for offshore structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 144( 6), 1-11. doi:10.1061/(ASCE)WW.1943-5460.0000471
NLM
Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Estimation of uplift capacity and installation power of helical piles in sand for offshore structures [Internet]. Journal of Waterway, Port, Coastal, and Ocean Engineering. 2018 ; 144( 6): 1-11.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1061/(ASCE)WW.1943-5460.0000471
Vancouver
Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Estimation of uplift capacity and installation power of helical piles in sand for offshore structures [Internet]. Journal of Waterway, Port, Coastal, and Ocean Engineering. 2018 ; 144( 6): 1-11.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1061/(ASCE)WW.1943-5460.0000471
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FRANCO, Yara Barbosa e SILVA, Jefferson Lins da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. Disponível em: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf. Acesso em: 28 ago. 2024.
APA
Franco, Y. B., & Silva, J. L. da. (2017). Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica. In Proceedings. [Belo Horizonte, MG]: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
NLM
Franco YB, Silva JL da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica [Internet]. Proceedings. 2017 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
Vancouver
Franco YB, Silva JL da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica [Internet]. Proceedings. 2017 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
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ZAPATA MOSQUERA, Zorany Suley e TSUHA, Cristina de Hollanda Cavalcanti e DIAS, D. Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand. 2016, Anais.. Minneapolis, MN, USA: ITASCA, 2016. Disponível em: https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf. Acesso em: 28 ago. 2024.
APA
Zapata Mosquera, Z. S., Tsuha, C. de H. C., & Dias, D. (2016). Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand. In Proceedings. Minneapolis, MN, USA: ITASCA. Recuperado de https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf
NLM
Zapata Mosquera ZS, Tsuha C de HC, Dias D. Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand [Internet]. Proceedings. 2016 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf
Vancouver
Zapata Mosquera ZS, Tsuha C de HC, Dias D. Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand [Internet]. Proceedings. 2016 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf
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TSUHA, Cristina de Hollanda Cavalcanti et al. Advanced laboratory investigation of axial cyclic loading in silica sands. 2015, Anais.. Amsterdam, Netherlands: IOS Press, 2015. Disponível em: https://doi.org/10.3233/978-1-61499-601-9-866. Acesso em: 28 ago. 2024.
APA
Tsuha, C. de H. C., Jardine, R. J., Zhongxuan, Y., Silva, M., & Rimoy, S. (2015). Advanced laboratory investigation of axial cyclic loading in silica sands. In Proceedings. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-601-9-866
NLM
Tsuha C de HC, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Advanced laboratory investigation of axial cyclic loading in silica sands [Internet]. Proceedings. 2015 ;[citado 2024 ago. 28 ] Available from: https://doi.org/10.3233/978-1-61499-601-9-866
Vancouver
Tsuha C de HC, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Advanced laboratory investigation of axial cyclic loading in silica sands [Internet]. Proceedings. 2015 ;[citado 2024 ago. 28 ] Available from: https://doi.org/10.3233/978-1-61499-601-9-866
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RIMOY, Siya et al. Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands. Géotechnique, v. 65, n. 7, p. 576-589, 2015Tradução . . Disponível em: https://doi.org/10.1680/geot.14.P112. Acesso em: 28 ago. 2024.
APA
Rimoy, S., Silva, M., Jardine, R. J., Zhongxuan, Y., Zhu, B. T., & Tsuha, C. de H. C. (2015). Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands. Géotechnique, 65( 7), 576-589. doi:10.1680/geot.14.P112
NLM
Rimoy S, Silva M, Jardine RJ, Zhongxuan Y, Zhu BT, Tsuha C de HC. Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands [Internet]. Géotechnique. 2015 ; 65( 7): 576-589.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1680/geot.14.P112
Vancouver
Rimoy S, Silva M, Jardine RJ, Zhongxuan Y, Zhu BT, Tsuha C de HC. Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands [Internet]. Géotechnique. 2015 ; 65( 7): 576-589.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1680/geot.14.P112
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Centrifuge modelling of installation effects on helical anchor performance in sand. CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). Tradução . London, United Kingdom: Taylor & Francis, 2014. . Disponível em: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf. Acesso em: 28 ago. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2014). Centrifuge modelling of installation effects on helical anchor performance in sand. In CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis. Recuperado de https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Centrifuge modelling of installation effects on helical anchor performance in sand [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Centrifuge modelling of installation effects on helical anchor performance in sand [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
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SILVA, Matias et al. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable. 2013, Anais.. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. Disponível em: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf. Acesso em: 28 ago. 2024.
APA
Silva, M., Foray, P. Y., Rimoy, S., Jardine, R. J., Tsuha, C. de H. C., & Zhongxuan, Y. (2013). Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable. In Proceedings. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
NLM
Silva M, Foray PY, Rimoy S, Jardine RJ, Tsuha C de HC, Zhongxuan Y. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable [Internet]. Proceedings. 2013 ;[citado 2024 ago. 28 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
Vancouver
Silva M, Foray PY, Rimoy S, Jardine RJ, Tsuha C de HC, Zhongxuan Y. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable [Internet]. Proceedings. 2013 ;[citado 2024 ago. 28 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1139/T2012-064
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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1139/T09-128
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Modélisation physique de pieux hélicoidaux mis en place dans du sable. Revue Française de Geotéchnique, n. 130, p. 15-23, 2010Tradução . . Disponível em: https://doi.org/10.1051/geotech/2010130015. Acesso em: 28 ago. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2010). Modélisation physique de pieux hélicoidaux mis en place dans du sable. Revue Française de Geotéchnique, ( 130), 15-23. doi:10.1051/geotech/2010130015
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Modélisation physique de pieux hélicoidaux mis en place dans du sable [Internet]. Revue Française de Geotéchnique. 2010 ;( 130): 15-23.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1051/geotech/2010130015
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Modélisation physique de pieux hélicoidaux mis en place dans du sable [Internet]. Revue Française de Geotéchnique. 2010 ;( 130): 15-23.[citado 2024 ago. 28 ] Available from: https://doi.org/10.1051/geotech/2010130015
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. 2008, Anais.. Búzios: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 28 ago. 2024.
APA
Tsuha, C. de H. C., & Aoki, N. (2008). Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. In . Búzios: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Tsuha C de HC, Aoki N. Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. 2008 ;[citado 2024 ago. 28 ]
Vancouver
Tsuha C de HC, Aoki N. Efeito do número de hélices na capacidade de carga à tração de estacas metálicas helicoidais instaladas em areia. 2008 ;[citado 2024 ago. 28 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VIANNA, Ana Paula Fontana e CINTRA, José Carlos A e ZNIDARCIC, Dobroslav. Bearing capacity of shallow foundations on sand using centrifuge modeling. 2006, Anais.. Curitiba: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2006. . Acesso em: 28 ago. 2024.
APA
Vianna, A. P. F., Cintra, J. C. A., & Znidarcic, D. (2006). Bearing capacity of shallow foundations on sand using centrifuge modeling. In Anais. Curitiba: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Vianna APF, Cintra JCA, Znidarcic D. Bearing capacity of shallow foundations on sand using centrifuge modeling. Anais. 2006 ;[citado 2024 ago. 28 ]
Vancouver
Vianna APF, Cintra JCA, Znidarcic D. Bearing capacity of shallow foundations on sand using centrifuge modeling. Anais. 2006 ;[citado 2024 ago. 28 ]
