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Artigo de periodico
Helical piles with cement injection in medium dense sand (2023)
Santos Filho, João Manoel Sampaio Mathias dos; Morais, Thaise da Silva Oliveira; Tsuha, Cristina de Hollanda Cavalcanti
Source: International Journal of Geotechnical Engineering. Unidade: EESC
Subjects: ESTACAS, AREIA, CIMENTO, GEOTECNIA
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ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: http://dx.doi.org/10.1080/19386362.2023.2250200
Artigo de periodico
A database of installation monitoring and uplift load tests of round-shaft helical anchors in Brazil (2023)
Silva, Bruno de Oliveira da; Tsuha, Cristina de Hollanda Cavalcanti ; Santos Filho, João Manoel Sampaio Mathias dos
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: ESTACAS, ANCORAGEM, GEOTECNIA
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ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103378
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102
Artigo de periodico
Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils (2022)
Jiaming, Zhang; Dias, Daniel; Qiujing, Pan; Chunjing, Ma; Tsuha, Cristina de Hollanda Cavalcanti
Source: Applied Sciences. Unidade: EESC
Subjects: ESTACAS, SOLO TROPICAL, GEOTECNIA
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ABNT
JIAMING, Zhang et al. Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils. Applied Sciences, v. 12, n. 15, p. 1-22, 2022Tradução . . Disponível em: https://doi.org/10.3390/app12157653. Acesso em: 06 nov. 2024.
APA
Jiaming, Z., Dias, D., Qiujing, P., Chunjing, M., & Tsuha, C. de H. C. (2022). Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils. Applied Sciences, 12( 15), 1-22. doi:10.3390/app12157653
NLM
Jiaming Z, Dias D, Qiujing P, Chunjing M, Tsuha C de HC. Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils [Internet]. Applied Sciences. 2022 ; 12( 15): 1-22.[citado 2024 nov. 06 ] Available from: https://doi.org/10.3390/app12157653
Vancouver
Jiaming Z, Dias D, Qiujing P, Chunjing M, Tsuha C de HC. Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils [Internet]. Applied Sciences. 2022 ; 12( 15): 1-22.[citado 2024 nov. 06 ] Available from: https://doi.org/10.3390/app12157653
Artigo de periodico
Effects of installation advancement rate on helical pile helix behavior in very dense sand (2022)
Annicchini, Matheus Morato; Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti
Source: Acta Geotechnica. Unidade: EESC
Subjects: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA
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ABNT
ANNICCHINI, Matheus Morato e SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti. Effects of installation advancement rate on helical pile helix behavior in very dense sand. Acta Geotechnica, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1007/s11440-022-01713-3. Acesso em: 06 nov. 2024.
APA
Annicchini, M. M., Schiavon, J. A., & Tsuha, C. de H. C. (2022). Effects of installation advancement rate on helical pile helix behavior in very dense sand. Acta Geotechnica, 1-17. doi:10.1007/s11440-022-01713-3
NLM
Annicchini MM, Schiavon JA, Tsuha C de HC. Effects of installation advancement rate on helical pile helix behavior in very dense sand [Internet]. Acta Geotechnica. 2022 ; 1-17.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s11440-022-01713-3
Vancouver
Annicchini MM, Schiavon JA, Tsuha C de HC. Effects of installation advancement rate on helical pile helix behavior in very dense sand [Internet]. Acta Geotechnica. 2022 ; 1-17.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s11440-022-01713-3
Artigo de periodico
A new approach to estimate the bearing capacity of driven piles (2021)
Azimi, Pantea; Karimpour-Fard, Mehran; Shariatmadari, Nader; Tsuha, Cristina de Hollanda Cavalcanti
Source: Arabian Journal of Geosciences. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, SOLOS, GEOTECNIA
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ABNT
AZIMI, Pantea et al. A new approach to estimate the bearing capacity of driven piles. Arabian Journal of Geosciences, v. 14, p. 1-12, 2021Tradução . . Disponível em: https://doi.org/10.1007/s12517-021-07517-1. Acesso em: 06 nov. 2024.
APA
Azimi, P., Karimpour-Fard, M., Shariatmadari, N., & Tsuha, C. de H. C. (2021). A new approach to estimate the bearing capacity of driven piles. Arabian Journal of Geosciences, 14, 1-12. doi:10.1007/s12517-021-07517-1
NLM
Azimi P, Karimpour-Fard M, Shariatmadari N, Tsuha C de HC. A new approach to estimate the bearing capacity of driven piles [Internet]. Arabian Journal of Geosciences. 2021 ; 14 1-12.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s12517-021-07517-1
Vancouver
Azimi P, Karimpour-Fard M, Shariatmadari N, Tsuha C de HC. A new approach to estimate the bearing capacity of driven piles [Internet]. Arabian Journal of Geosciences. 2021 ; 14 1-12.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s12517-021-07517-1
Trabalho de evento
Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests (2020)
Thorel, Luc; El Haffar, Ismat; Maatouk, Semaan; Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti
Source: Proceedings. Conference titles: International Symposium on Frontiers in Offshore Geotechnics - ISFOG. Unidade: EESC
Subjects: ESTACAS, ANCORAGEM, GEOTECNIA
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ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] 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
Trabalho de evento
Study on the installation effect of helical piles in very dense sand (2020)
Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti ; Thorel, Luc
Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC
Subjects: ESTACAS, AREIA, PERFURAÇÃO, GEOTECNIA
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ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] 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
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.1139/cgj-2019-0317
Artigo de periodico
A review on the behavior of helical piles as a potential offshore foundation system (2020)
Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti
Source: Marine Georesources & Geotechnology. Unidade: EESC
Subjects: ESTACAS, GEOTECNIA
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ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.1080/1064119X.2020.1729905
Trabalho de evento-anais periodico
Review of torque models for offshore helical piles (2020)
Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti
Source: E3S Web of Conferences. Conference titles: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC
Subjects: ESTACAS, AREIA, GEOTECNIA
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ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.1051/e3sconf/202020512007
Artigo de periodico
Closure to discussion “A review on the behavior of helical piles as a potential offshore foundation system” (2020)
Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti
Source: Marine Georesources & Geotechnology. Unidade: EESC
Subjects: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.1080/1064119X.2020.1800875
Artigo de periodico
Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils (2020)
Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti ; Oreste, Pierpaolo; Mendez Solarte, Carlos Mauricio
Source: International Journal of Geotechnical Engineering. Unidade: EESC
Subjects: SOLOS, ESTACAS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SPAGNOLI, Giovanni et al. Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils. International Journal of Geotechnical Engineering, v. 14, n. 5, p. 569-579, 2020Tradução . . Disponível em: https://doi.org/10.1080/19386362.2018.1452362. Acesso em: 06 nov. 2024.
APA
Spagnoli, G., Tsuha, C. de H. C., Oreste, P., & Mendez Solarte, C. M. (2020). Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils. International Journal of Geotechnical Engineering, 14( 5), 569-579. doi:10.1080/19386362.2018.1452362
NLM
Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils [Internet]. International Journal of Geotechnical Engineering. 2020 ; 14( 5): 569-579.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1080/19386362.2018.1452362
Vancouver
Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils [Internet]. International Journal of Geotechnical Engineering. 2020 ; 14( 5): 569-579.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1080/19386362.2018.1452362
Artigo de periodico
Pipe–pipe thermal interaction in a geothermal energy pile (2019)
Sani, Abubakar Kawuwa; Singh, Rao Martand; Tsuha, Cristina de Hollanda Cavalcanti
Source: Geothermics. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, ENERGIA TÉRMICA, SOLOS, GEOTECNIA
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ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.1016/j.geothermics.2019.05.004
Artigo de periodico
A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications (2019)
Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti ; Oreste, Pierpaolo; Mendez Solarte, Carlos Mauricio
Source: DFI Journal - The Journal of the Deep Foundations Institute. Unidade: EESC
Subjects: ESTACAS, MÉTODO DE MONTE CARLO, GEOTECNIA
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ABNT
SPAGNOLI, Giovanni et al. A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications. DFI Journal - The Journal of the Deep Foundations Institute, v. 12, n. 3, p. 171-185, 2019Tradução . . Disponível em: https://doi.org/10.1080/19375247.2019.1595996. Acesso em: 06 nov. 2024.
APA
Spagnoli, G., Tsuha, C. de H. C., Oreste, P., & Mendez Solarte, C. M. (2019). A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications. DFI Journal - The Journal of the Deep Foundations Institute, 12( 3), 171-185. doi:10.1080/19375247.2019.1595996
NLM
Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications [Internet]. DFI Journal - The Journal of the Deep Foundations Institute. 2019 ; 12( 3): 171-185.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1080/19375247.2019.1595996
Vancouver
Spagnoli G, Tsuha C de HC, Oreste P, Mendez Solarte CM. A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications [Internet]. DFI Journal - The Journal of the Deep Foundations Institute. 2019 ; 12( 3): 171-185.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1080/19375247.2019.1595996
Trabalho de evento
Estacas trocadoras de calor no Brasil: aspectos executivos e de desempenho térmico (2019)
Morais, Thaise da Silva Oliveira; Tsuha, Cristina de Hollanda Cavalcanti
Source: Anais do REGEO. Conference titles: Congresso Brasileiro de Geotecnia Ambiental - REGEO. Unidade: EESC
Subjects: SOLO TROPICAL, SOLO NÃO SATURADO, ESTACAS, TROCADORES DE CALOR, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MORAIS, Thaise da Silva Oliveira e TSUHA, Cristina de Hollanda Cavalcanti. Estacas trocadoras de calor no Brasil: aspectos executivos e de desempenho térmico. 2019, Anais.. São Carlos, SP: EESC, 2019. . Acesso em: 06 nov. 2024.
APA
Morais, T. da S. O., & Tsuha, C. de H. C. (2019). Estacas trocadoras de calor no Brasil: aspectos executivos e de desempenho térmico. In Anais do REGEO. São Carlos, SP: EESC.
NLM
Morais T da SO, Tsuha C de HC. Estacas trocadoras de calor no Brasil: aspectos executivos e de desempenho térmico. Anais do REGEO. 2019 ;[citado 2024 nov. 06 ]
Vancouver
Morais T da SO, Tsuha C de HC. Estacas trocadoras de calor no Brasil: aspectos executivos e de desempenho térmico. Anais do REGEO. 2019 ;[citado 2024 nov. 06 ]
Trabalho de evento
A influência de diferentes tipos de solos nos processos de transferência de calor envolvendo estacas geotérmicas (2019)
Almeida, Caique Roberto de ; Boscov, Maria Eugênia Gimenez ; Tsuha, Cristina de Hollanda Cavalcanti ; Albuquerque Neto, Cyro
Source: Anais do REGEO. Conference titles: Congresso Brasileiro de Geotecnia Ambiental - REGEO. Unidades: EP, EESC
Subjects: TRANSFERÊNCIA DE CALOR, ESTACAS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA, Caique Roberto de et al. A influência de diferentes tipos de solos nos processos de transferência de calor envolvendo estacas geotérmicas. 2019, Anais.. São Carlos, SP: EESC, 2019. . Acesso em: 06 nov. 2024.
APA
Almeida, C. R. de, Boscov, M. E. G., Tsuha, C. de H. C., & Albuquerque Neto, C. (2019). A influência de diferentes tipos de solos nos processos de transferência de calor envolvendo estacas geotérmicas. In Anais do REGEO. São Carlos, SP: EESC.
NLM
Almeida CR de, Boscov MEG, Tsuha C de HC, Albuquerque Neto C. A influência de diferentes tipos de solos nos processos de transferência de calor envolvendo estacas geotérmicas. Anais do REGEO. 2019 ;[citado 2024 nov. 06 ]
Vancouver
Almeida CR de, Boscov MEG, Tsuha C de HC, Albuquerque Neto C. A influência de diferentes tipos de solos nos processos de transferência de calor envolvendo estacas geotérmicas. Anais do REGEO. 2019 ;[citado 2024 nov. 06 ]
Parte de monografia/livro
Uplift performance of large-capacity helical piles in a tropical residual soil (2019)
Santos Filho, João Manoel Sampaio Mathias dos; Tsuha, Cristina de Hollanda Cavalcanti
Source: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: ESTACAS, SOLO RESIDUAL, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.3233/STAL190129
Trabalho de evento
Comparação entre métodos analíticos e as recomendações das normas sobre corrosão de estacas metálicas (2018)
Bispo, Malcom Barbosa; Tsuha, Cristina de Hollanda Cavalcanti
Source: Anais. Conference titles: Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica - COBRAMSEG. Unidade: EESC
Subjects: ESTACAS, GEOTECNIA, CORROSÃO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BISPO, Malcom Barbosa e TSUHA, Cristina de Hollanda Cavalcanti. Comparação entre métodos analíticos e as recomendações das normas sobre corrosão de estacas metálicas. 2018, Anais.. São Paulo, SP: ABMS, 2018. Disponível em: https://repositorio.usp.br/directbitstream/281c215b-3276-45e6-acde-42d426a475b8/APznzaaqQAjeJ5qfO0ML-cno8OQGn-NuHmEoOaJig81X21duGkpJ_K47IhUGKQYjZJ4UKuRM0QSZk9Xx5yfdlGgBPbGg9LVSPsmBS6CagAEYXX41eE2onXHCeVukXeYEBvI09tmNBns5ZOUnSHrx-ayeti2gH6zR1BUCmiLvpTV5K9Oe_kt5qXk8_GrybD5c7bpTxhL0fYmeOeV8MgkT.pdf. Acesso em: 06 nov. 2024.
APA
Bispo, M. B., & Tsuha, C. de H. C. (2018). Comparação entre métodos analíticos e as recomendações das normas sobre corrosão de estacas metálicas. In Anais. São Paulo, SP: ABMS. Recuperado de https://repositorio.usp.br/directbitstream/281c215b-3276-45e6-acde-42d426a475b8/APznzaaqQAjeJ5qfO0ML-cno8OQGn-NuHmEoOaJig81X21duGkpJ_K47IhUGKQYjZJ4UKuRM0QSZk9Xx5yfdlGgBPbGg9LVSPsmBS6CagAEYXX41eE2onXHCeVukXeYEBvI09tmNBns5ZOUnSHrx-ayeti2gH6zR1BUCmiLvpTV5K9Oe_kt5qXk8_GrybD5c7bpTxhL0fYmeOeV8MgkT.pdf
NLM
Bispo MB, Tsuha C de HC. Comparação entre métodos analíticos e as recomendações das normas sobre corrosão de estacas metálicas [Internet]. Anais. 2018 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/281c215b-3276-45e6-acde-42d426a475b8/APznzaaqQAjeJ5qfO0ML-cno8OQGn-NuHmEoOaJig81X21duGkpJ_K47IhUGKQYjZJ4UKuRM0QSZk9Xx5yfdlGgBPbGg9LVSPsmBS6CagAEYXX41eE2onXHCeVukXeYEBvI09tmNBns5ZOUnSHrx-ayeti2gH6zR1BUCmiLvpTV5K9Oe_kt5qXk8_GrybD5c7bpTxhL0fYmeOeV8MgkT.pdf
Vancouver
Bispo MB, Tsuha C de HC. Comparação entre métodos analíticos e as recomendações das normas sobre corrosão de estacas metálicas [Internet]. Anais. 2018 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/281c215b-3276-45e6-acde-42d426a475b8/APznzaaqQAjeJ5qfO0ML-cno8OQGn-NuHmEoOaJig81X21duGkpJ_K47IhUGKQYjZJ4UKuRM0QSZk9Xx5yfdlGgBPbGg9LVSPsmBS6CagAEYXX41eE2onXHCeVukXeYEBvI09tmNBns5ZOUnSHrx-ayeti2gH6zR1BUCmiLvpTV5K9Oe_kt5qXk8_GrybD5c7bpTxhL0fYmeOeV8MgkT.pdf
Trabalho de evento
A numerical investigation of chamber size and boundary effects on the helix bearing resistance of helical piles in sand (2018)
Silva, Diego Moreira da; Tsuha, Cristina de Hollanda Cavalcanti
Source: Anais. Conference titles: Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica - COBRAMSEG. Unidade: EESC
Subjects: ESTACAS, AREIA, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] 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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