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SILVA, Bruno de Oliveira da e TSUHA, Cristina de Hollanda Cavalcanti e SANTOS FILHO, João Manoel Sampaio Mathias dos. A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil. Probabilistic Engineering Mechanics, v. 71, p. 1-8, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103378. Acesso em: 05 out. 2024.
APA
Silva, B. de O. da, Tsuha, C. de H. C., & Santos Filho, J. M. S. M. dos. (2023). A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil. Probabilistic Engineering Mechanics, 71, 1-8. doi:10.1016/j.probengmech.2022.103378
NLM
Silva B de O da, Tsuha C de HC, Santos Filho JMSM dos. A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-8.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103378
Vancouver
Silva B de O da, Tsuha C de HC, Santos Filho JMSM dos. A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-8.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103378
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THOREL, Luc et al. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests. 2020, Anais.. London, United Kingdom: SIMSG, 2020. Disponível em: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf. Acesso em: 05 out. 2024.
APA
Thorel, L., El Haffar, I., Maatouk, S., Schiavon, J. A., & Tsuha, C. de H. C. (2020). Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests. In Proceedings. London, United Kingdom: SIMSG. Recuperado de https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf
NLM
Thorel L, El Haffar I, Maatouk S, Schiavon JA, Tsuha C de HC. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests [Internet]. Proceedings. 2020 ;[citado 2024 out. 05 ] Available from: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf
Vancouver
Thorel L, El Haffar I, Maatouk S, Schiavon JA, Tsuha C de HC. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests [Internet]. Proceedings. 2020 ;[citado 2024 out. 05 ] Available from: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf
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SPAGNOLI, Giovanni e TSUHA, Cristina de Hollanda Cavalcanti. A review on the behavior of helical piles as a potential offshore foundation system. Marine Georesources & Geotechnology, v. 38, n. 9, p. 1013-1036, 2020Tradução . . Disponível em: https://doi.org/10.1080/1064119X.2020.1729905. Acesso em: 05 out. 2024.
APA
Spagnoli, G., & Tsuha, C. de H. C. (2020). A review on the behavior of helical piles as a potential offshore foundation system. Marine Georesources & Geotechnology, 38( 9), 1013-1036. doi:10.1080/1064119X.2020.1729905
NLM
Spagnoli G, Tsuha C de HC. A review on the behavior of helical piles as a potential offshore foundation system [Internet]. Marine Georesources & Geotechnology. 2020 ; 38( 9): 1013-1036.[citado 2024 out. 05 ] Available from: https://doi.org/10.1080/1064119X.2020.1729905
Vancouver
Spagnoli G, Tsuha C de HC. A review on the behavior of helical piles as a potential offshore foundation system [Internet]. Marine Georesources & Geotechnology. 2020 ; 38( 9): 1013-1036.[citado 2024 out. 05 ] Available from: https://doi.org/10.1080/1064119X.2020.1729905
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SPAGNOLI, Giovanni e TSUHA, Cristina de Hollanda Cavalcanti. Closure to discussion “A review on the behavior of helical piles as a potential offshore foundation system”. Marine Georesources & Geotechnology, v. 38, n. 9, p. 1118-1120, 2020Tradução . . Disponível em: https://doi.org/10.1080/1064119X.2020.1800875. Acesso em: 05 out. 2024.
APA
Spagnoli, G., & Tsuha, C. de H. C. (2020). Closure to discussion “A review on the behavior of helical piles as a potential offshore foundation system”. Marine Georesources & Geotechnology, 38( 9), 1118-1120. doi:10.1080/1064119X.2020.1800875
NLM
Spagnoli G, Tsuha C de HC. Closure to discussion “A review on the behavior of helical piles as a potential offshore foundation system” [Internet]. Marine Georesources & Geotechnology. 2020 ; 38( 9): 1118-1120.[citado 2024 out. 05 ] Available from: https://doi.org/10.1080/1064119X.2020.1800875
Vancouver
Spagnoli G, Tsuha C de HC. Closure to discussion “A review on the behavior of helical piles as a potential offshore foundation system” [Internet]. Marine Georesources & Geotechnology. 2020 ; 38( 9): 1118-1120.[citado 2024 out. 05 ] Available from: https://doi.org/10.1080/1064119X.2020.1800875
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SANI, Abubakar Kawuwa e SINGH, Rao Martand e TSUHA, Cristina de Hollanda Cavalcanti. Pipe–pipe thermal interaction in a geothermal energy pile. Geothermics, v. 81, p. 209-223, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.geothermics.2019.05.004. Acesso em: 05 out. 2024.
APA
Sani, A. K., Singh, R. M., & Tsuha, C. de H. C. (2019). Pipe–pipe thermal interaction in a geothermal energy pile. Geothermics, 81, 209-223. doi:10.1016/j.geothermics.2019.05.004
NLM
Sani AK, Singh RM, Tsuha C de HC. Pipe–pipe thermal interaction in a geothermal energy pile [Internet]. Geothermics. 2019 ; 81 209-223.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.geothermics.2019.05.004
Vancouver
Sani AK, Singh RM, Tsuha C de HC. Pipe–pipe thermal interaction in a geothermal energy pile [Internet]. Geothermics. 2019 ; 81 209-223.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.geothermics.2019.05.004
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SANTOS FILHO, João Manoel Sampaio Mathias dos e TSUHA, Cristina de Hollanda Cavalcanti. Uplift performance of large-capacity helical piles in a tropical residual soil. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Tradução . London, United Kingdom: ISSMGE, 2019. . Disponível em: https://doi.org/10.3233/STAL190129. Acesso em: 05 out. 2024.
APA
Santos Filho, J. M. S. M. dos, & Tsuha, C. de H. C. (2019). Uplift performance of large-capacity helical piles in a tropical residual soil. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE. doi:10.3233/STAL190129
NLM
Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of large-capacity helical piles in a tropical residual soil [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 out. 05 ] Available from: https://doi.org/10.3233/STAL190129
Vancouver
Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of large-capacity helical piles in a tropical residual soil [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 out. 05 ] Available from: https://doi.org/10.3233/STAL190129
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LUAMBA, Endi Samba e PAIVA, João Batista de. A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads. Engineering Analysis with Boundary Elements, v. 103, n. Ju 2019, p. 66-79, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2019.02.009. Acesso em: 05 out. 2024.
APA
Luamba, E. S., & Paiva, J. B. de. (2019). A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads. Engineering Analysis with Boundary Elements, 103( Ju 2019), 66-79. doi:10.1016/j.enganabound.2019.02.009
NLM
Luamba ES, Paiva JB de. A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 103( Ju 2019): 66-79.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.enganabound.2019.02.009
Vancouver
Luamba ES, Paiva JB de. A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 103( Ju 2019): 66-79.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.enganabound.2019.02.009
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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: 05 out. 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 out. 05 ] 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 out. 05 ] 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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RIBEIRO, Dimas Betioli e PAIVA, João Batista de. A new BE formulation coupled to the FEM for simulating vertical pile groups. Engineering Analysis with Boundary Elements, v. 41, p. 1-9, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2014.01.007. Acesso em: 05 out. 2024.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2014). A new BE formulation coupled to the FEM for simulating vertical pile groups. Engineering Analysis with Boundary Elements, 41, 1-9. doi:10.1016/j.enganabound.2014.01.007
NLM
Ribeiro DB, Paiva JB de. A new BE formulation coupled to the FEM for simulating vertical pile groups [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 1-9.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.007
Vancouver
Ribeiro DB, Paiva JB de. A new BE formulation coupled to the FEM for simulating vertical pile groups [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 1-9.[citado 2024 out. 05 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.007
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SANTOS, Thiago da Costa e TSUHA, Cristina de Hollanda Cavalcanti e GIACHETI, Heraldo Luiz. The use of CPT to evaluate the effect of helical pile installation in tropical soils. 2012, Anais.. London, United Kingdom: SIMSG, 2012. Disponível em: https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf. Acesso em: 05 out. 2024.
APA
Santos, T. da C., Tsuha, C. de H. C., & Giacheti, H. L. (2012). The use of CPT to evaluate the effect of helical pile installation in tropical soils. In Proceedings. London, United Kingdom: SIMSG. Recuperado de https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf
NLM
Santos T da C, Tsuha C de HC, Giacheti HL. The use of CPT to evaluate the effect of helical pile installation in tropical soils [Internet]. Proceedings. 2012 ;[citado 2024 out. 05 ] Available from: https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf
Vancouver
Santos T da C, Tsuha C de HC, Giacheti HL. The use of CPT to evaluate the effect of helical pile installation in tropical soils [Internet]. Proceedings. 2012 ;[citado 2024 out. 05 ] Available from: https://repositorio.usp.br/directbitstream/17a03ce8-c8c8-4c93-9a50-c31f770dd174/trabalho%2042%20-%20The%20use%20of%20CPT%20to%20evaluate%20the%20effect%20of%20helical%20pile%20installation%20%28ISC-4%20%20International%20Conference%20on%20Geotechnical%20and%20Geophysical%20Site%20Characterization%202012%29.pdf
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DELALIBERA, Rodrigo Gustavo e GIONGO, José Samuel e EL DEBS, Mounir Khalil. Experimental analysis of the two pile caps: tie anchorage. 2009, Anais.. London: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2009. . Acesso em: 05 out. 2024.
APA
Delalibera, R. G., Giongo, J. S., & El Debs, M. K. (2009). Experimental analysis of the two pile caps: tie anchorage. In Papers. London: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Delalibera RG, Giongo JS, El Debs MK. Experimental analysis of the two pile caps: tie anchorage. Papers. 2009 ;[citado 2024 out. 05 ]
Vancouver
Delalibera RG, Giongo JS, El Debs MK. Experimental analysis of the two pile caps: tie anchorage. Papers. 2009 ;[citado 2024 out. 05 ]
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TSUHA, Cristina de Hollanda Cavalcanti et al. Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics, v. 4, p. 1-12, 2007Tradução . . Acesso em: 05 out. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2007). Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics, 4, 1-12.
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics. 2007 ; 4 1-12.[citado 2024 out. 05 ]
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics. 2007 ; 4 1-12.[citado 2024 out. 05 ]
; Santos Filho, João Manoel Sampaio Mathias dos
