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  • 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103378

  • 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: 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

  • 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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      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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1007/s11440-022-01713-3

  • Artigo de periodico

    A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data (2021)

    Silva, Bruno Oliveira da; Tsuha, Cristina de Hollanda Cavalcanti ; Beck, André Teófilo

    Source: International Journal of Civil Engineering. Unidade: EESC

    Subjects: REGRESSÃO LINEAR, ESTACAS, AREIA, ESTRUTURAS

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    • ABNT

      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

  • 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] 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

  • 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1139/cgj-2019-0317

  • 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: 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

  • 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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      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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] 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: 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

  • 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

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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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] 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

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    • 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1080/19386362.2018.1452362

  • 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1080/19375247.2019.1595996

  • 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.1016/j.geothermics.2019.05.004

  • 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

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    • 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: 28 ago. 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 ago. 28 ] 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 ago. 28 ] Available from: https://doi.org/10.3233/STAL190129

  • Artigo de periodico

    Estimation of uplift capacity and installation power of helical piles in sand for offshore structures (2018)

    Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti ; Oreste, Pierpaolo; Mendez Solarte, Carlos Mauricio

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering. Unidade: EESC

    Subjects: ESTACAS, AREIA, GEOTECNIA

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    • ABNT

      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

  • Artigo de periodico

    Use of the order statistics when predicting pile foundation failure probability (2017)

    Silva, Jefferson Lins da ; Aoki, Nelson; Franco, Yara Barbosa

    Source: DYNA. Unidade: EESC

    Subjects: ESTACAS, ESTRUTURAS, GEOTECNIA

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    • ABNT

      SILVA, Jefferson Lins da e AOKI, Nelson e FRANCO, Yara Barbosa. Use of the order statistics when predicting pile foundation failure probability. DYNA, v. 84, n. 200, p. 247-252, 2017Tradução . . Disponível em: https://doi.org/10.15446/dyna.v84n200.54867. Acesso em: 28 ago. 2024.

    • APA

      Silva, J. L. da, Aoki, N., & Franco, Y. B. (2017). Use of the order statistics when predicting pile foundation failure probability. DYNA, 84( 200), 247-252. doi:10.15446/dyna.v84n200.54867

    • NLM

      Silva JL da, Aoki N, Franco YB. Use of the order statistics when predicting pile foundation failure probability [Internet]. DYNA. 2017 ; 84( 200): 247-252.[citado 2024 ago. 28 ] Available from: https://doi.org/10.15446/dyna.v84n200.54867

    • Vancouver

      Silva JL da, Aoki N, Franco YB. Use of the order statistics when predicting pile foundation failure probability [Internet]. DYNA. 2017 ; 84( 200): 247-252.[citado 2024 ago. 28 ] Available from: https://doi.org/10.15446/dyna.v84n200.54867

  • Trabalho de evento

    Physical modelling of the behavior of helical anchors (2016)

    Tsuha, Cristina de Hollanda Cavalcanti

    Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - EUROFUGE. Unidade: EESC

    Subjects: ESTACAS, ANCORAGEM, GEOTECNIA

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    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti. Physical modelling of the behavior of helical anchors. 2016, Anais.. Nantes, France: IFSTTAR, 2016. Disponível em: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf. Acesso em: 28 ago. 2024.

    • APA

      Tsuha, C. de H. C. (2016). Physical modelling of the behavior of helical anchors. In Proceedings. Nantes, France: IFSTTAR. Recuperado de https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf

    • NLM

      Tsuha C de HC. Physical modelling of the behavior of helical anchors [Internet]. Proceedings. 2016 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf

    • Vancouver

      Tsuha C de HC. Physical modelling of the behavior of helical anchors [Internet]. Proceedings. 2016 ;[citado 2024 ago. 28 ] Available from: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf

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