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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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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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    • 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] Available from: http://dx.doi.org/10.1139/cgj-2022-0102

  • Artigo de periodico

    Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil (2022)

    Sá, Letícia Menezes Santos; Hernandez Neto, Alberto ; Tsuha, Cristina de Hollanda Cavalcanti ; Pessin, Juliana; Freitas, Milena Cardoso de; Morais, Thaise da Silva Oliveira

    Fonte: Soils and Rocks. Unidades: EP, EESC

    Assuntos: ENERGIA, ESTACAS DE AÇO, CLIMATIZAÇÃO, GEOTECNIA

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    • ABNT

      SÁ, Letícia Menezes Santos et al. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil. Soils and Rocks, v. 45, n. 1, p. 1-14, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.077421. Acesso em: 26 abr. 2024.

    • APA

      Sá, L. M. S., Hernandez Neto, A., Tsuha, C. de H. C., Pessin, J., Freitas, M. C. de, & Morais, T. da S. O. (2022). Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil. Soils and Rocks, 45( 1), 1-14. doi:10.28927/SR.2022.077421

    • NLM

      Sá LMS, Hernandez Neto A, Tsuha C de HC, Pessin J, Freitas MC de, Morais T da SO. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-14.[citado 2024 abr. 26 ] Available from: https://doi.org/10.28927/SR.2022.077421

    • Vancouver

      Sá LMS, Hernandez Neto A, Tsuha C de HC, Pessin J, Freitas MC de, Morais T da SO. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-14.[citado 2024 abr. 26 ] Available from: https://doi.org/10.28927/SR.2022.077421

  • 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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    • ABNT

      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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] Available from: https://doi.org/10.28927/SR.2022.078221

  • Artigo de periodico

    Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil (2022)

    Almeida, Caique Roberto de ; Albuquerque Neto, Cyro ; Tsuha, Cristina de Hollanda Cavalcanti ; Boscov, Maria Eugênia Gimenez

    Fonte: Soils and Rocks. Unidades: EP, EESC

    Assuntos: AR CONDICIONADO, CONSUMO DE ENERGIA ELÉTRICA, GEOTECNIA

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    • ABNT

      ALMEIDA, Caique Roberto de et al. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil. Soils and Rocks, v. 45, n. 1, p. 1-12, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.076621. Acesso em: 26 abr. 2024.

    • APA

      Almeida, C. R. de, Albuquerque Neto, C., Tsuha, C. de H. C., & Boscov, M. E. G. (2022). Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil. Soils and Rocks, 45( 1), 1-12. doi:10.28927/SR.2022.076621

    • NLM

      Almeida CR de, Albuquerque Neto C, Tsuha C de HC, Boscov MEG. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-12.[citado 2024 abr. 26 ] Available from: https://doi.org/10.28927/SR.2022.076621

    • Vancouver

      Almeida CR de, Albuquerque Neto C, Tsuha C de HC, Boscov MEG. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-12.[citado 2024 abr. 26 ] Available from: https://doi.org/10.28927/SR.2022.076621

  • 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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      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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] Available from: https://doi.org/10.1007/s40999-021-00647-3

  • Artigo de jornal-dep/entr

    USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré] (2021)

    Hernandez Neto, Alberto ; Tsuha, Cristina de Hollanda Cavalcanti ; Ré, Roxane (Entrevistador)

    Fonte: Jornal da USP no Ar 93.7FM. Unidades: EP, EESC

    Assuntos: GEOTERMIA, EDIFÍCIOS PÚBLICOS, EFICIÊNCIA ENERGÉTICA, CLIMATIZAÇÃO, FONTES ALTERNATIVAS DE ENERGIA

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      HERNANDEZ NETO, Alberto e TSUHA, Cristina de Hollanda Cavalcanti. USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré]. Jornal da USP no Ar 93.7FM. Sao Paulo: Escola Politécnica, Universidade de São Paulo. Disponível em: https://repositorio.usp.br/directbitstream/c50e4684-8c0c-4c36-a74e-24efe990820a/Hernandez%20Neto-2021-USP%20desenvolve%20primeiro%20pr%C3%A9dio%20brasileiro%20climatizado%20%E2%80%93%20Jornal%20da%20USP.pdf. Acesso em: 26 abr. 2024. , 2021

    • APA

      Hernandez Neto, A., & Tsuha, C. de H. C. (2021). USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré]. Jornal da USP no Ar 93.7FM. Sao Paulo: Escola Politécnica, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/c50e4684-8c0c-4c36-a74e-24efe990820a/Hernandez%20Neto-2021-USP%20desenvolve%20primeiro%20pr%C3%A9dio%20brasileiro%20climatizado%20%E2%80%93%20Jornal%20da%20USP.pdf

    • NLM

      Hernandez Neto A, Tsuha C de HC. USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré] [Internet]. Jornal da USP no Ar 93.7FM. 2021 ;[citado 2024 abr. 26 ] Available from: https://repositorio.usp.br/directbitstream/c50e4684-8c0c-4c36-a74e-24efe990820a/Hernandez%20Neto-2021-USP%20desenvolve%20primeiro%20pr%C3%A9dio%20brasileiro%20climatizado%20%E2%80%93%20Jornal%20da%20USP.pdf

    • Vancouver

      Hernandez Neto A, Tsuha C de HC. USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré] [Internet]. Jornal da USP no Ar 93.7FM. 2021 ;[citado 2024 abr. 26 ] Available from: https://repositorio.usp.br/directbitstream/c50e4684-8c0c-4c36-a74e-24efe990820a/Hernandez%20Neto-2021-USP%20desenvolve%20primeiro%20pr%C3%A9dio%20brasileiro%20climatizado%20%E2%80%93%20Jornal%20da%20USP.pdf

  • 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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      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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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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      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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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

    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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] Available from: https://doi.org/10.1016/j.enbuild.2020.109971

  • 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: 26 abr. 2024.

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      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 abr. 26 ] 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 abr. 26 ] 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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

  • 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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    • ABNT

      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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] Available from: https://doi.org/10.1051/e3sconf/202020505021

  • 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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    • 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] 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

    Fonte: Marine Georesources & Geotechnology. Unidade: EESC

    Assuntos: 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] Available from: https://doi.org/10.1080/1064119X.2020.1729905

  • Trabalho de evento-anais periodico

    Numerical modelling of a geothermal pile in tropical environment based on a TRT Test (2020)

    Almeida, Caique Roberto de ; Boscov, Maria Eugênia Gimenez ; Albuquerque Neto, Cyro ; Tsuha, Cristina de Hollanda Cavalcanti

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

    Assuntos: FONTES ALTERNATIVAS DE ENERGIA, FONTES NÃO RENOVÁVEIS DE ENERGIA, CONSUMO DE ENERGIA ELÉTRICA, MODELAGEM DE DADOS

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    • ABNT

      ALMEIDA, Caique Roberto de et al. Numerical modelling of a geothermal pile in tropical environment based on a TRT Test. E3S Web of Conferences. Les Ulis: EDP Sciences. Disponível em: https://doi.org/10.1051/e3sconf/202020505023. Acesso em: 26 abr. 2024. , 2020

    • APA

      Almeida, C. R. de, Boscov, M. E. G., Albuquerque Neto, C., & Tsuha, C. de H. C. (2020). Numerical modelling of a geothermal pile in tropical environment based on a TRT Test. E3S Web of Conferences. Les Ulis: EDP Sciences. doi:10.1051/e3sconf/202020505023

    • NLM

      Almeida CR de, Boscov MEG, Albuquerque Neto C, Tsuha C de HC. Numerical modelling of a geothermal pile in tropical environment based on a TRT Test [Internet]. E3S Web of Conferences. 2020 ; 205 6 on-line.[citado 2024 abr. 26 ] Available from: https://doi.org/10.1051/e3sconf/202020505023

    • Vancouver

      Almeida CR de, Boscov MEG, Albuquerque Neto C, Tsuha C de HC. Numerical modelling of a geothermal pile in tropical environment based on a TRT Test [Internet]. E3S Web of Conferences. 2020 ; 205 6 on-line.[citado 2024 abr. 26 ] Available from: https://doi.org/10.1051/e3sconf/202020505023

  • 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: 26 abr. 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 abr. 26 ] 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 abr. 26 ] Available from: https://doi.org/10.1051/e3sconf/202020512007

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