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Filtros : "TSUHA, CRISTINA DE HOLLANDA CAVALCANTI" "EESC" Removidos: "IFSC-SVBINF-76" "1957" "EP" "FFLCH" Limpar

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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

    Fonte: International Journal of Geotechnical Engineering. Unidade: EESC

    Assuntos: ESTACAS, AREIA, CIMENTO, GEOTECNIA

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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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: Probabilistic Engineering Mechanics. Unidade: EESC

    Assuntos: ESTACAS, ANCORAGEM, GEOTECNIA

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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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: Canadian Geotechnical Journal. Unidade: EESC

    Assuntos: 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: 23 jun. 2024.

    • APA

      Zacarin, J. G. M. X., Silva, B. O. da, Tsuha, C. de H. C., & Vilar, O. M. (2023). Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study. Canadian Geotechnical Journal, 1-31. doi:10.1139/cgj-2022-0102

    • NLM

      Zacarin JGMX, Silva BO da, Tsuha C de HC, Vilar OM. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study [Internet]. Canadian Geotechnical Journal. 2023 ; 1-31.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102

    • Vancouver

      Zacarin JGMX, Silva BO da, Tsuha C de HC, Vilar OM. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study [Internet]. Canadian Geotechnical Journal. 2023 ; 1-31.[citado 2024 jun. 23 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102

  • Artigo de periodico

    Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil (2022)

    Tonus, Bianca Penteado de Almeida; Lautenschläger, Carlos Emmanuel Ribeiro ; Visintin, Amanda Fetzer; Faro, Vitor Pereira; Tsuha, Cristina de Hollanda Cavalcanti

    Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: SOLO TROPICAL, TEMPERATURA DO SOLO, EFICIÊNCIA ENERGÉTICA, GEOTECNIA

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      TONUS, Bianca Penteado de Almeida et al. Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil. Soils and Rocks, v. 45, n. 1, p. 1-13, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.078221. Acesso em: 23 jun. 2024.

    • APA

      Tonus, B. P. de A., Lautenschläger, C. E. R., Visintin, A. F., Faro, V. P., & Tsuha, C. de H. C. (2022). Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil. Soils and Rocks, 45( 1), 1-13. doi:10.28927/SR.2022.078221

    • NLM

      Tonus BP de A, Lautenschläger CER, Visintin AF, Faro VP, Tsuha C de HC. Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-13.[citado 2024 jun. 23 ] Available from: https://doi.org/10.28927/SR.2022.078221

    • Vancouver

      Tonus BP de A, Lautenschläger CER, Visintin AF, Faro VP, Tsuha C de HC. Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-13.[citado 2024 jun. 23 ] Available from: https://doi.org/10.28927/SR.2022.078221

  • 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

    Fonte: Applied Sciences. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: Acta Geotechnica. Unidade: EESC

    Assuntos: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA

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      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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: International Journal of Civil Engineering. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: Arabian Journal of Geosciences. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: Proceedings. Nome do evento: International Symposium on Frontiers in Offshore Geotechnics - ISFOG. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: Canadian Geotechnical Journal. Unidade: EESC

    Assuntos: SOLO RESIDUAL, ESTACAS, GEOTECNIA

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      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: 23 jun. 2024.

    • APA

      Santos Filho, J. M. S. M. dos, & Tsuha, C. de H. C. (2020). Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, 57( 9), 1-48. doi:10.1139/cgj-2019-0317

    • NLM

      Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1139/cgj-2019-0317

    • Vancouver

      Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1139/cgj-2019-0317

  • Trabalho de evento-anais periodico

    Thermal response of energy foundations installed in unsaturated residual soils (2020)

    Reiter, Michael B.; Morais, Thaise da Silva Oliveira; Tsuha, Cristina de Hollanda Cavalcanti ; Baser, Tugce

    Fonte: E3S Web of Conferences. Nome do evento: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC

    Assuntos: SOLO RESIDUAL, FUNDAÇÕES (ENGENHARIA), GEOTECNIA

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      REITER, Michael B. et al. Thermal response of energy foundations installed in unsaturated residual soils. E3S Web of Conferences. Les Ulis: EDP Sciences. Disponível em: https://doi.org/10.1051/e3sconf/202020505021. Acesso em: 23 jun. 2024. , 2020

    • APA

      Reiter, M. B., Morais, T. da S. O., Tsuha, C. de H. C., & Baser, T. (2020). Thermal response of energy foundations installed in unsaturated residual soils. E3S Web of Conferences. Les Ulis: EDP Sciences. doi:10.1051/e3sconf/202020505021

    • NLM

      Reiter MB, Morais T da SO, Tsuha C de HC, Baser T. Thermal response of energy foundations installed in unsaturated residual soils [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1051/e3sconf/202020505021

    • Vancouver

      Reiter MB, Morais T da SO, Tsuha C de HC, Baser T. Thermal response of energy foundations installed in unsaturated residual soils [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1051/e3sconf/202020505021

  • Trabalho de evento

    Physical modelling of single-helix piles in sand using calibration chamber tests (2020)

    Silva, Diego Moreira da; Tsuha, Cristina de Hollanda Cavalcanti

    Fonte: Proceedings. Nome do evento: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC

    Assuntos: ESTACAS HÉLICE CONTÍNUA E ÔMEGA, GEOTECNIA

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      SILVA, Diego Moreira da e TSUHA, Cristina de Hollanda Cavalcanti. Physical modelling of single-helix piles in sand using calibration chamber tests. 2020, Anais.. Lulea, Sweden: Lulea University of Technology, 2020. Disponível em: https://repositorio.usp.br/directbitstream/063568c8-a45d-4c6d-b751-62d141fa2c16/trabalho%2001%20-%20Physical%20modelling%20of%20single-helix%20piles%20in%20sand%20using%20calibration%20chamber%20tests%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf. Acesso em: 23 jun. 2024.

    • APA

      Silva, D. M. da, & Tsuha, C. de H. C. (2020). Physical modelling of single-helix piles in sand using calibration chamber tests. In Proceedings. Lulea, Sweden: Lulea University of Technology. Recuperado de https://repositorio.usp.br/directbitstream/063568c8-a45d-4c6d-b751-62d141fa2c16/trabalho%2001%20-%20Physical%20modelling%20of%20single-helix%20piles%20in%20sand%20using%20calibration%20chamber%20tests%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf

    • NLM

      Silva DM da, Tsuha C de HC. Physical modelling of single-helix piles in sand using calibration chamber tests [Internet]. Proceedings. 2020 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/063568c8-a45d-4c6d-b751-62d141fa2c16/trabalho%2001%20-%20Physical%20modelling%20of%20single-helix%20piles%20in%20sand%20using%20calibration%20chamber%20tests%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf

    • Vancouver

      Silva DM da, Tsuha C de HC. Physical modelling of single-helix piles in sand using calibration chamber tests [Internet]. Proceedings. 2020 ;[citado 2024 jun. 23 ] Available from: https://repositorio.usp.br/directbitstream/063568c8-a45d-4c6d-b751-62d141fa2c16/trabalho%2001%20-%20Physical%20modelling%20of%20single-helix%20piles%20in%20sand%20using%20calibration%20chamber%20tests%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%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

    Fonte: Proceedings. Nome do evento: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Effects of seasonal variations on the thermal response of energy piles in an unsaturated Brazilian tropical soil (2020)

    Morais, Thaise da Silva Oliveira; Tsuha, Cristina de Hollanda Cavalcanti ; Bandeira Neto, Luis Antonio; Singh, Rao Martand

    Fonte: Energy and Buildings. Unidade: EESC

    Assuntos: TRANSFERÊNCIA DE CALOR, SOLOS, SOLO NÃO SATURADO, SOLO TROPICAL, GEOTECNIA

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      MORAIS, Thaise da Silva Oliveira et al. Effects of seasonal variations on the thermal response of energy piles in an unsaturated Brazilian tropical soil. Energy and Buildings, v. 216, n. Ju 2020, p. 1-19, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.enbuild.2020.109971. Acesso em: 23 jun. 2024.

    • APA

      Morais, T. da S. O., Tsuha, C. de H. C., Bandeira Neto, L. A., & Singh, R. M. (2020). Effects of seasonal variations on the thermal response of energy piles in an unsaturated Brazilian tropical soil. Energy and Buildings, 216( Ju 2020), 1-19. doi:10.1016/j.enbuild.2020.109971

    • NLM

      Morais T da SO, Tsuha C de HC, Bandeira Neto LA, Singh RM. Effects of seasonal variations on the thermal response of energy piles in an unsaturated Brazilian tropical soil [Internet]. Energy and Buildings. 2020 ; 216( Ju 2020): 1-19.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.enbuild.2020.109971

    • Vancouver

      Morais T da SO, Tsuha C de HC, Bandeira Neto LA, Singh RM. Effects of seasonal variations on the thermal response of energy piles in an unsaturated Brazilian tropical soil [Internet]. Energy and Buildings. 2020 ; 216( Ju 2020): 1-19.[citado 2024 jun. 23 ] Available from: https://doi.org/10.1016/j.enbuild.2020.109971

  • 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

    Fonte: Marine Georesources & Geotechnology. Unidade: EESC

    Assuntos: 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: 23 jun. 2024.

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      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 jun. 23 ] 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 jun. 23 ] Available from: https://doi.org/10.1080/1064119X.2020.1729905

  • 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

    Fonte: Marine Georesources & Geotechnology. Unidade: EESC

    Assuntos: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA

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    • 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] Available from: https://doi.org/10.1080/1064119X.2020.1800875

  • Trabalho de evento-anais periodico

    Review of torque models for offshore helical piles (2020)

    Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti

    Fonte: E3S Web of Conferences. Nome do evento: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] Available from: https://doi.org/10.1051/e3sconf/202020512007

  • 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

    Fonte: International Journal of Geotechnical Engineering. Unidade: EESC

    Assuntos: SOLOS, ESTACAS, GEOTECNIA

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      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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: DFI Journal - The Journal of the Deep Foundations Institute. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] 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

    Fonte: Geothermics. Unidade: EESC

    Assuntos: 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: 23 jun. 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 jun. 23 ] 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 jun. 23 ] Available from: https://doi.org/10.1016/j.geothermics.2019.05.004

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