ReP USP - Resultado da busca

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
Source: Soils and Rocks. Unidades: EP, EESC
Subject: GEOTECNIA
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ABNT
SÁ, Letícia Menezes Santos; HERNANDEZ NETO, Alberto; TSUHA, Cristina de Hollanda Cavalcanti; et al. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil. Soils and Rocks, São Paulo, SP, ABMS, v. 45, n. 1, p. 1-14, 2022. Disponível em: < http://dx.doi.org/10.28927/SR.2022.077421 > DOI: 10.28927/SR.2022.077421.
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.Available from: http://dx.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.Available from: http://dx.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
Source: Soils and Rocks. Unidade: EESC
Subject: GEOTECNIA
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TONUS, Bianca Penteado de Almeida; LAUTENSCHLÄGER, Carlos Emmanuel Ribeiro; VISINTIN, Amanda Fetzer; FARO, Vitor Pereira; TSUHA, Cristina de Hollanda Cavalcanti. Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil. Soils and Rocks, São Paulo, SP, ABMS, v. 45, n. 1, p. 1-13, 2022. Disponível em: < http://dx.doi.org/10.28927/SR.2022.078221 > DOI: 10.28927/SR.2022.078221.
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.Available from: http://dx.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.Available from: http://dx.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
Source: Soils and Rocks. Unidades: EP, EESC
Subject: GEOTECNIA
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ALMEIDA, Caique Roberto de; ALBUQUERQUE NETO, Cyro; TSUHA, Cristina de Hollanda Cavalcanti; BOSCOV, Maria Eugênia Gimenez. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil. Soils and Rocks, São Paulo, SP, ABMS, v. 45, n. 1, p. 1-12, 2022. Disponível em: < http://dx.doi.org/10.28927/SR.2022.076621 > DOI: 10.28927/SR.2022.076621.
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.Available from: http://dx.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.Available from: http://dx.doi.org/10.28927/SR.2022.076621
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)
Source: Jornal da USP no Ar 93.7FM. Unidades: EP, EESC
Subjects: GEOTERMIA, EDIFÍCIOS PÚBLICOS, EFICIÊNCIA ENERGÉTICA, CLIMATIZAÇÃO, FONTES ALTERNATIVAS DE ENERGIA
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HERNANDEZ NETO, Alberto; TSUHA, Cristina de Hollanda Cavalcanti; RÉ, Roxane. USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré]. Jornal da USP no Ar 93.7FM[S.l: s.n.], 2021.
APA
Hernandez Neto, A., Tsuha, C. de H. C., & Ré, R. (2021). USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré]. Jornal da USP no Ar 93.7FM. Sao Paulo.
NLM
Hernandez Neto A, Tsuha C de HC, Ré R. USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré]. Jornal da USP no Ar 93.7FM. 2021 ;
Vancouver
Hernandez Neto A, Tsuha C de HC, Ré R. USP desenvolve primeiro prédio brasileiro climatizado [ entrevista à Roxane Ré]. Jornal da USP no Ar 93.7FM. 2021 ;
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; KARIMPOUR-FARD, Mehran; SHARIATMADARI, Nader; TSUHA, Cristina de Hollanda Cavalcanti. A new approach to estimate the bearing capacity of driven piles. Arabian Journal of Geosciences, Heidelberg, Germany, Springer, v. 14, p. 1-12, 2021. Disponível em: < http://dx.doi.org/10.1007/s12517-021-07517-1 > DOI: 10.1007/s12517-021-07517-1.
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.Available from: http://dx.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.Available from: http://dx.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 title: International Symposium on Frontiers in Offshore Geotechnics - ISFOG. Unidade: EESC
Subjects: ESTACAS, ANCORAGEM, GEOTECNIA
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THOREL, Luc; EL HAFFAR, Ismat; MAATOUK, Semaan; SCHIAVON, José Antonio; TSUHA, Cristina de Hollanda Cavalcanti. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests. Anais.. London, United Kingdom: SIMSG, 2020.
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.
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. Proceedings. 2020 ;
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. Proceedings. 2020 ;
Dissertação (Mestrado)
Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia (2020)
Annicchini, Matheus Morato; Schiavon, José Antonio (Orientador); Tsuha, Cristina de Hollanda Cavalcanti (coorient)
Unidade: EESC
Subjects: ESTACAS, FUNDAÇÕES POR ESTACAS, AREIA
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ANNICCHINI, Matheus Morato; SCHIAVON, José Antonio; TSUHA, Cristina de Hollanda Cavalcanti. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia. 2020.Universidade de São Paulo, São Carlos, 2020. Disponível em: < https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/ > DOI: https://doi.org/10.11606/D.18.2020.tde-05042022-100408.
APA
Annicchini, M. M., Schiavon, J. A., & Tsuha, C. de H. C. (2020). Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia. Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
NLM
Annicchini MM, Schiavon JA, Tsuha C de HC. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia [Internet]. 2020 ;Available from: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
Vancouver
Annicchini MM, Schiavon JA, Tsuha C de HC. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia [Internet]. 2020 ;Available from: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
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; TSUHA, Cristina de Hollanda Cavalcanti. Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, Ottawa, ON, v. 57, n. 9, p. 1-48, 2020. Disponível em: < http://dx.doi.org/10.1139/cgj-2019-0317 > DOI: 10.1139/cgj-2019-0317.
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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1139/cgj-2019-0317
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
Source: Proceedings. Conference title: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC
Subjects: ESTACAS HÉLICE CONTÍNUA E ÔMEGA, GEOTECNIA
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ABNT
SILVA, Diego Moreira da; TSUHA, Cristina de Hollanda Cavalcanti. Physical modelling of single-helix piles in sand using calibration chamber tests. Anais.. Lulea, Sweden: Lulea University of Technology, 2020.
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.
NLM
Silva DM da, Tsuha C de HC. Physical modelling of single-helix piles in sand using calibration chamber tests. Proceedings. 2020 ;
Vancouver
Silva DM da, Tsuha C de HC. Physical modelling of single-helix piles in sand using calibration chamber tests. Proceedings. 2020 ;
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 title: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC
Subjects: ESTACAS, AREIA, PERFURAÇÃO, GEOTECNIA
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ABNT
SCHIAVON, José Antonio; TSUHA, Cristina de Hollanda Cavalcanti; THOREL, Luc. Study on the installation effect of helical piles in very dense sand. Anais.. Lulea, Sweden: Lulea University of Technology, 2020.
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.
NLM
Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand. Proceedings. 2020 ;
Vancouver
Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand. Proceedings. 2020 ;
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
Source: E3S Web of Conferences. Conference title: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC
Subjects: SOLO RESIDUAL, FUNDAÇÕES (ENGENHARIA), GEOTECNIA
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ABNT
REITER, Michael B.; MORAIS, Thaise da Silva Oliveira; TSUHA, Cristina de Hollanda Cavalcanti; BASER, Tugce. Thermal response of energy foundations installed in unsaturated residual soils. E3S Web of Conferences[S.l: s.n.], 2020.Disponível em: DOI: 10.1051/e3sconf/202020505021.
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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1051/e3sconf/202020505021
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
Source: Energy and Buildings. Unidade: EESC
Subjects: TRANSFERÊNCIA DE CALOR, SOLOS, SOLO NÃO SATURADO, SOLO TROPICAL, GEOTECNIA
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ABNT
MORAIS, Thaise da Silva Oliveira; TSUHA, Cristina de Hollanda Cavalcanti; BANDEIRA NETO, Luis Antonio; SINGH, Rao Martand. Effects of seasonal variations on the thermal response of energy piles in an unsaturated Brazilian tropical soil. Energy and Buildings, Lausanne, Switzerland, v. 216, n. Ju 2020, p. 1-19, 2020. Disponível em: < https://doi.org/10.1016/j.enbuild.2020.109971 > DOI: 10.1016/j.enbuild.2020.109971.
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.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.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
Source: Marine Georesources & Geotechnology. Unidade: EESC
Subjects: ESTACAS, GEOTECNIA
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ABNT
SPAGNOLI, Giovanni; TSUHA, Cristina de Hollanda Cavalcanti. A review on the behavior of helical piles as a potential offshore foundation system. Marine Georesources & Geotechnology, New York, NY, USA, Taylor & Francis, v. 38, n. 9, p. 1013-1036, 2020. Disponível em: < https://dx.doi.org/10.1080/1064119X.2020.1729905 > DOI: 10.1080/1064119X.2020.1729905.
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.Available from: https://dx.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.Available from: https://dx.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
Source: E3S Web of Conferences. Conference title: International Conference on Energy Geotechnics - ICEGT 2020. Unidades: EP, EESC
Subjects: 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; BOSCOV, Maria Eugênia Gimenez; ALBUQUERQUE NETO, Cyro; TSUHA, Cristina de Hollanda Cavalcanti. Numerical modelling of a geothermal pile in tropical environment based on a TRT Test. E3S Web of Conferences[S.l: s.n.], 2020.Disponível em: DOI: 10.1051/e3sconf/202020505023.
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.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.Available from: https://doi.org/10.1051/e3sconf/202020505023
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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ABNT
SPAGNOLI, Giovanni; 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, New York, NY, USA, Taylor & Francis, v. 38, n. 9, p. 1118-1120, 2020. Disponível em: < https://dx.doi.org/10.1080/1064119X.2020.1800875 > DOI: 10.1080/1064119X.2020.1800875.
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.Available from: https://dx.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.Available from: https://dx.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
Source: E3S Web of Conferences. Conference title: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC
Subjects: ESTACAS, AREIA, GEOTECNIA
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ABNT
SPAGNOLI, Giovanni; TSUHA, Cristina de Hollanda Cavalcanti. Review of torque models for offshore helical piles. E3S Web of Conferences[S.l: s.n.], 2020.Disponível em: DOI: 10.1051/e3sconf/202020512007.
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.Available from: http://dx.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.Available from: http://dx.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
Source: International Journal of Geotechnical Engineering. Unidade: EESC
Subjects: SOLOS, ESTACAS, GEOTECNIA
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ABNT
SPAGNOLI, Giovanni; TSUHA, Cristina de Hollanda Cavalcanti; ORESTE, Pierpaolo; MENDEZ SOLARTE, Carlos Mauricio. Parametric analysis for the estimation of the installation power for large helical piles in dry cohesionless soils. International Journal of Geotechnical Engineering, Philadelphia, PA, USA, Taylor & Francis, v. 14, n. 5, p. 569-579, 2020. Disponível em: < http://dx.doi.org/10.1080/19386362.2018.1452362 > DOI: 10.1080/19386362.2018.1452362.
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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1080/19386362.2018.1452362
Artigo de periodico
Pipe–pipe thermal interaction in a geothermal energy pile (2019)
Sani, Abubakar Kawuwa; Singh, Rao Martand; Tsuha, Cristina de Hollanda Cavalcanti
Source: Geothermics. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, ENERGIA TÉRMICA, SOLOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANI, Abubakar Kawuwa; SINGH, Rao Martand; TSUHA, Cristina de Hollanda Cavalcanti. Pipe–pipe thermal interaction in a geothermal energy pile. Geothermics, Oxford, United Kingdom, Elsevier, v. 81, p. 209-223, 2019. Disponível em: < http://dx.doi.org/10.1016/j.geothermics.2019.05.004 > DOI: 10.1016/j.geothermics.2019.05.004.
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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1016/j.geothermics.2019.05.004
Artigo de periodico
A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications (2019)
Spagnoli, Giovanni; Tsuha, Cristina de Hollanda Cavalcanti ; Oreste, Pierpaolo; Mendez Solarte, Carlos Mauricio
Source: DFI Journal - The Journal of the Deep Foundations Institute. Unidade: EESC
Subjects: ESTACAS, MÉTODO DE MONTE CARLO, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SPAGNOLI, Giovanni; TSUHA, Cristina de Hollanda Cavalcanti; ORESTE, Pierpaolo; MENDEZ SOLARTE, Carlos Mauricio. 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, Philadelphia, PA, USA, Taylor & Francis, v. 12, n. 3, p. 171-185, 2019. Disponível em: < http://dx.doi.org/10.1080/19375247.2019.1595996 > DOI: 10.1080/19375247.2019.1595996.
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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1080/19375247.2019.1595996
Parte de monografia/livro
Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling (2019)
Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti ; Thorel, Luc
Source: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Conference title: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: ANCORAGEM, AREIA, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SCHIAVON, José Antonio; TSUHA, Cristina de Hollanda Cavalcanti; THOREL, Luc. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges[S.l: s.n.], 2019.Disponível em: DOI: 10.3233/STAL190076.
APA
Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2019). Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE. doi:10.3233/STAL190076
NLM
Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. Available from: http://dx.doi.org/10.3233/STAL190076
Vancouver
Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. Available from: http://dx.doi.org/10.3233/STAL190076

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