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Trabalho de evento
Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests (2020)
Thorel, Luc; El Haffar, Ismat; Maatouk, Semaan; Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti
Source: Proceedings. Conference titles: International Symposium on Frontiers in Offshore Geotechnics - ISFOG. Unidade: EESC
Subjects: ESTACAS, ANCORAGEM, GEOTECNIA
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ABNT
THOREL, Luc et al. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests. 2020, Anais.. London, United Kingdom: SIMSG, 2020. Disponível em: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf. Acesso em: 20 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. 20 ] 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. 20 ] Available from: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf
Trabalho de evento
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 titles: 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 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: 20 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. 20 ] 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. 20 ] 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
Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC
Subjects: ESTACAS, AREIA, PERFURAÇÃO, GEOTECNIA
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ABNT
SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Study on the installation effect of helical piles in very dense sand. 2020, Anais.. Lulea, Sweden: Lulea University of Technology, 2020. Disponível em: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf. Acesso em: 20 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. 20 ] 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. 20 ] 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
Evaluation of ballast materials used in brazilian railways based on their resistance to wear (2018)
Paiva, Cassio Eduardo Lima de ; Pereira, Mauro Luiz; Ribeiro, Rogério Pinto ; Santos, Rony Souza dos
Source: Proceedings. Conference titles: International Conference on Road and Rail Infrastructure - CETRA. Unidade: EESC
Subjects: DESGASTE, FERROVIAS, LASTRO, GEOTECNIA
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ABNT
PAIVA, Cassio Eduardo Lima de et al. Evaluation of ballast materials used in brazilian railways based on their resistance to wear. 2018, Anais.. Zagreb, Croatia: University of Zagreb, 2018. Disponível em: https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf. Acesso em: 20 jun. 2024.
APA
Paiva, C. E. L. de, Pereira, M. L., Ribeiro, R. P., & Santos, R. S. dos. (2018). Evaluation of ballast materials used in brazilian railways based on their resistance to wear. In Proceedings. Zagreb, Croatia: University of Zagreb. Recuperado de https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf
NLM
Paiva CEL de, Pereira ML, Ribeiro RP, Santos RS dos. Evaluation of ballast materials used in brazilian railways based on their resistance to wear [Internet]. Proceedings. 2018 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf
Vancouver
Paiva CEL de, Pereira ML, Ribeiro RP, Santos RS dos. Evaluation of ballast materials used in brazilian railways based on their resistance to wear [Internet]. Proceedings. 2018 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf
Artigo de periodico
Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation (2018)
Rodríguez, Patricia; Celestino, Tarcísio Barreto
Source: Proceedings. Unidade: EESC
Subjects: ACÚSTICA, DANO, GEOTECNIA
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ABNT
RODRÍGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Proceedings, v. 2, p. 1-7, 2018Tradução . . Disponível em: https://doi.org/10.3390/ICEM18-05363. Acesso em: 20 jun. 2024.
APA
Rodríguez, P., & Celestino, T. B. (2018). Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Proceedings, 2, 1-7. doi:10.3390/ICEM18-05363
NLM
Rodríguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Proceedings. 2018 ; 2 1-7.[citado 2024 jun. 20 ] Available from: https://doi.org/10.3390/ICEM18-05363
Vancouver
Rodríguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Proceedings. 2018 ; 2 1-7.[citado 2024 jun. 20 ] Available from: https://doi.org/10.3390/ICEM18-05363
Trabalho de evento
Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica (2017)
Franco, Yara Barbosa; Silva, Jefferson Lins da
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: GEOTECNIA, GEOTECNIA, AREIA, IMAGEM DIGITAL
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ABNT
FRANCO, Yara Barbosa e SILVA, Jefferson Lins da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. Disponível em: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf. Acesso em: 20 jun. 2024.
APA
Franco, Y. B., & Silva, J. L. da. (2017). Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica. In Proceedings. [Belo Horizonte, MG]: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
NLM
Franco YB, Silva JL da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica [Internet]. Proceedings. 2017 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
Vancouver
Franco YB, Silva JL da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica [Internet]. Proceedings. 2017 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
Trabalho de evento
Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço (2017)
Florêncio, Luiz Augusto da Silva; Costa, Carina Maia Lins; Costa, Yuri Daniel Jatobá; Silva, Jefferson Lins da
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS, ESTACAS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA
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ABNT
FLORÊNCIO, Luiz Augusto da Silva et al. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. . Acesso em: 20 jun. 2024.
APA
Florêncio, L. A. da S., Costa, C. M. L., Costa, Y. D. J., & Silva, J. L. da. (2017). Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Florêncio LA da S, Costa CML, Costa YDJ, Silva JL da. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. Proceedings. 2017 ;[citado 2024 jun. 20 ]
Vancouver
Florêncio LA da S, Costa CML, Costa YDJ, Silva JL da. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. Proceedings. 2017 ;[citado 2024 jun. 20 ]
Trabalho de evento
Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha (2017)
Mattielo Pedroso, Gabriel Orquizas; Silva, Jefferson Lins da
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: GEOTECNIA, GEOSSINTÉTICOS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
MATTIELO PEDROSO, Gabriel Orquizas e SILVA, Jefferson Lins da. Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. . Acesso em: 20 jun. 2024.
APA
Mattielo Pedroso, G. O., & Silva, J. L. da. (2017). Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Mattielo Pedroso GO, Silva JL da. Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. Proceedings. 2017 ;[citado 2024 jun. 20 ]
Vancouver
Mattielo Pedroso GO, Silva JL da. Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. Proceedings. 2017 ;[citado 2024 jun. 20 ]
Trabalho de evento
Physical modelling of a single-helix anchor in sand under cyclic loading (2016)
Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti ; Neel, A.; Thorel, L.
Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - EUROFUGE. Unidade: EESC
Subjects: GEOTECNIA, CARREGAMENTO CÍCLICO, ANCORAGEM
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ABNT
SCHIAVON, José Antonio et al. Physical modelling of a single-helix anchor in sand under cyclic loading. 2016, Anais.. Nantes, France: IFSTTAR, 2016. Disponível em: https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf. Acesso em: 20 jun. 2024.
APA
Schiavon, J. A., Tsuha, C. de H. C., Neel, A., & Thorel, L. (2016). Physical modelling of a single-helix anchor in sand under cyclic loading. In Proceedings. Nantes, France: IFSTTAR. Recuperado de https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf
NLM
Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Physical modelling of a single-helix anchor in sand under cyclic loading [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf
Vancouver
Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Physical modelling of a single-helix anchor in sand under cyclic loading [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf
Trabalho de evento
Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand (2016)
Zapata Mosquera, Zorany Suley; Tsuha, Cristina de Hollanda Cavalcanti ; Dias, D
Source: Proceedings. Conference titles: Itasca Symposium on Applied Numerical Modeling. Unidade: EESC
Subjects: ANCORAGEM, AREIA, GEOTECNIA, ANÁLISE NUMÉRICA
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ABNT
ZAPATA MOSQUERA, Zorany Suley e TSUHA, Cristina de Hollanda Cavalcanti e DIAS, D. Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand. 2016, Anais.. Minneapolis, MN, USA: ITASCA, 2016. Disponível em: https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf. Acesso em: 20 jun. 2024.
APA
Zapata Mosquera, Z. S., Tsuha, C. de H. C., & Dias, D. (2016). Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand. In Proceedings. Minneapolis, MN, USA: ITASCA. Recuperado de https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf
NLM
Zapata Mosquera ZS, Tsuha C de HC, Dias D. Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf
Vancouver
Zapata Mosquera ZS, Tsuha C de HC, Dias D. Numerical and probabilistic analysis of the uplift behavior of helical anchors in sand [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/8b6aa8c7-a40a-4cfb-b837-165b4ee9ad48/trabalho%2017%20-%20Numerical%20and%20probabilistic%20analysis%20of%20the%20uplift%20behavior%20of%20helical%20anchors%20in%20sand%20%284th%20Itasca%20Symposium%20on%20Applied%20Numerical%20Modeling%202016%29.pdf
Trabalho de evento
Physical modelling of the behavior of helical anchors (2016)
Tsuha, Cristina de Hollanda Cavalcanti
Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - EUROFUGE. Unidade: EESC
Subjects: ESTACAS, ANCORAGEM, GEOTECNIA
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti. Physical modelling of the behavior of helical anchors. 2016, Anais.. Nantes, France: IFSTTAR, 2016. Disponível em: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf. Acesso em: 20 jun. 2024.
APA
Tsuha, C. de H. C. (2016). Physical modelling of the behavior of helical anchors. In Proceedings. Nantes, France: IFSTTAR. Recuperado de https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf
NLM
Tsuha C de HC. Physical modelling of the behavior of helical anchors [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf
Vancouver
Tsuha C de HC. Physical modelling of the behavior of helical anchors [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf
Trabalho de evento
Tunnel design considering rock mass and shotcrete timedependent properties (2016)
Celestino, Tarcísio Barreto
Source: Proceedings. Conference titles: International Symposium on Ground Support in Mining and Underground Construction. Unidade: EESC
Subjects: TÚNEIS, CONCRETO, GEOTECNIA
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ABNT
CELESTINO, Tarcísio Barreto. Tunnel design considering rock mass and shotcrete timedependent properties. 2016, Anais.. Lulea, Sweden: Lulea University of Technology, 2016. Disponível em: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf. Acesso em: 20 jun. 2024.
APA
Celestino, T. B. (2016). Tunnel design considering rock mass and shotcrete timedependent properties. In Proceedings. Lulea, Sweden: Lulea University of Technology. Recuperado de https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
NLM
Celestino TB. Tunnel design considering rock mass and shotcrete timedependent properties [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
Vancouver
Celestino TB. Tunnel design considering rock mass and shotcrete timedependent properties [Internet]. Proceedings. 2016 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
Trabalho de evento
Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns (2015)
Godoy, Vanessa Almeida de; Zuquette, Lázaro Valentin ; Napa García, Gian Franco
Source: Proceedings. Conference titles: European Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: HIDRODINÂMICA, AMÔNIA, GEOTECNIA
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ABNT
GODOY, Vanessa Almeida de e ZUQUETTE, Lázaro Valentin e NAPA GARCÍA, Gian Franco. Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns. 2015, Anais.. Edinburg, UK: ICE Publishing, 2015. Disponível em: https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf. Acesso em: 20 jun. 2024.
APA
Godoy, V. A. de, Zuquette, L. V., & Napa García, G. F. (2015). Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns. In Proceedings. Edinburg, UK: ICE Publishing. Recuperado de https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf
NLM
Godoy VA de, Zuquette LV, Napa García GF. Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns [Internet]. Proceedings. 2015 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf
Vancouver
Godoy VA de, Zuquette LV, Napa García GF. Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns [Internet]. Proceedings. 2015 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf
Trabalho de evento
Advanced laboratory investigation of axial cyclic loading in silica sands (2015)
Tsuha, Cristina de Hollanda Cavalcanti ; Jardine, Richard J; Zhongxuan, Yang; Silva, Matias; Rimoy, Siya
Source: Proceedings. Conference titles: International Symposium on Deformation Characteristics of Geomaterials. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), AREIA, GEOTECNIA
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Advanced laboratory investigation of axial cyclic loading in silica sands. 2015, Anais.. Amsterdam, Netherlands: IOS Press, 2015. Disponível em: https://doi.org/10.3233/978-1-61499-601-9-866. Acesso em: 20 jun. 2024.
APA
Tsuha, C. de H. C., Jardine, R. J., Zhongxuan, Y., Silva, M., & Rimoy, S. (2015). Advanced laboratory investigation of axial cyclic loading in silica sands. In Proceedings. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-601-9-866
NLM
Tsuha C de HC, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Advanced laboratory investigation of axial cyclic loading in silica sands [Internet]. Proceedings. 2015 ;[citado 2024 jun. 20 ] Available from: https://doi.org/10.3233/978-1-61499-601-9-866
Vancouver
Tsuha C de HC, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Advanced laboratory investigation of axial cyclic loading in silica sands [Internet]. Proceedings. 2015 ;[citado 2024 jun. 20 ] Available from: https://doi.org/10.3233/978-1-61499-601-9-866
Trabalho de evento
Efficiency in standard penetration test (2015)
Lukiantchuki, Juliana Azoia; Bernardes, G. P; Esquivel, Edmundo Rogério
Source: Proceedings. Conference titles: European Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: ENSAIOS DE PENETRAÇÃO, GEOTECNIA
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ABNT
LUKIANTCHUKI, Juliana Azoia e BERNARDES, G. P e ESQUIVEL, Edmundo Rogério. Efficiency in standard penetration test. 2015, Anais.. Edinburg, UK: ICE Publishing, 2015. Disponível em: https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf. Acesso em: 20 jun. 2024.
APA
Lukiantchuki, J. A., Bernardes, G. P., & Esquivel, E. R. (2015). Efficiency in standard penetration test. In Proceedings. Edinburg, UK: ICE Publishing. Recuperado de https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf
NLM
Lukiantchuki JA, Bernardes GP, Esquivel ER. Efficiency in standard penetration test [Internet]. Proceedings. 2015 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf
Vancouver
Lukiantchuki JA, Bernardes GP, Esquivel ER. Efficiency in standard penetration test [Internet]. Proceedings. 2015 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf
Trabalho de evento
Small-strain shear modulus and shear strength of an unsaturated clayey sand (2013)
Georgetti, Giovana Bizão; Vilar, Orêncio Monje; Rodrigues, R.A.
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: CISALHAMENTO, SOLO NÃO SATURADO, GEOTECNIA
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ABNT
GEORGETTI, Giovana Bizão e VILAR, Orêncio Monje e RODRIGUES, R.A. Small-strain shear modulus and shear strength of an unsaturated clayey sand. 2013, Anais.. Paris, France: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. Disponível em: https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf. Acesso em: 20 jun. 2024.
APA
Georgetti, G. B., Vilar, O. M., & Rodrigues, R. A. (2013). Small-strain shear modulus and shear strength of an unsaturated clayey sand. In Proceedings. Paris, France: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf
NLM
Georgetti GB, Vilar OM, Rodrigues RA. Small-strain shear modulus and shear strength of an unsaturated clayey sand [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf
Vancouver
Georgetti GB, Vilar OM, Rodrigues RA. Small-strain shear modulus and shear strength of an unsaturated clayey sand [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf
Trabalho de evento
Evaluation of the effect of installation on the helical pile performance in sand by centrifuge tests (2013)
Tsuha, Cristina de Hollanda Cavalcanti ; Thorel, Luc; Rault, Gerard; Garnier, Jacques
Source: Proceedings. Conference titles: International Geotechnical Symposium on Helical Foundations. Unidade: EESC
Subjects: MECÂNICA DOS SOLOS, GEOTECNIA
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Evaluation of the effect of installation on the helical pile performance in sand by centrifuge tests. 2013, Anais.. Amherst, MA, USA: University of Massachusetts, 2013. Disponível em: https://repositorio.usp.br/directbitstream/cfc8610a-1da8-478d-b2db-76ad4819f907/trabalho%2035%20-%20Evaluation%20of%20the%20effect%20of%20installation%20on%20the%20helical%20pile%20performance%20in%20sand%20by%20centrifuge%20tests%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf. Acesso em: 20 jun. 2024.
APA
Tsuha, C. de H. C., Thorel, L., Rault, G., & Garnier, J. (2013). Evaluation of the effect of installation on the helical pile performance in sand by centrifuge tests. In Proceedings. Amherst, MA, USA: University of Massachusetts. Recuperado de https://repositorio.usp.br/directbitstream/cfc8610a-1da8-478d-b2db-76ad4819f907/trabalho%2035%20-%20Evaluation%20of%20the%20effect%20of%20installation%20on%20the%20helical%20pile%20performance%20in%20sand%20by%20centrifuge%20tests%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
NLM
Tsuha C de HC, Thorel L, Rault G, Garnier J. Evaluation of the effect of installation on the helical pile performance in sand by centrifuge tests [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/cfc8610a-1da8-478d-b2db-76ad4819f907/trabalho%2035%20-%20Evaluation%20of%20the%20effect%20of%20installation%20on%20the%20helical%20pile%20performance%20in%20sand%20by%20centrifuge%20tests%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
Vancouver
Tsuha C de HC, Thorel L, Rault G, Garnier J. Evaluation of the effect of installation on the helical pile performance in sand by centrifuge tests [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/cfc8610a-1da8-478d-b2db-76ad4819f907/trabalho%2035%20-%20Evaluation%20of%20the%20effect%20of%20installation%20on%20the%20helical%20pile%20performance%20in%20sand%20by%20centrifuge%20tests%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
Trabalho de evento
A review of centrifuge model tests of helical foundations (2013)
Tsuha, Cristina de Hollanda Cavalcanti ; Thorel, Luc; Rault, Gerard
Source: Proceedings. Conference titles: International Geotechnical Symposium on Helical Foundations. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc e RAULT, Gerard. A review of centrifuge model tests of helical foundations. 2013, Anais.. Amherst, MA, USA: University of Massachusetts, 2013. Disponível em: https://repositorio.usp.br/directbitstream/36484421-1840-4288-9de4-cb2e1225c976/trabalho%2034%20-%20A%20review%20of%20centrifuge%20modeling%20of%20helical%20foundations%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf. Acesso em: 20 jun. 2024.
APA
Tsuha, C. de H. C., Thorel, L., & Rault, G. (2013). A review of centrifuge model tests of helical foundations. In Proceedings. Amherst, MA, USA: University of Massachusetts. Recuperado de https://repositorio.usp.br/directbitstream/36484421-1840-4288-9de4-cb2e1225c976/trabalho%2034%20-%20A%20review%20of%20centrifuge%20modeling%20of%20helical%20foundations%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
NLM
Tsuha C de HC, Thorel L, Rault G. A review of centrifuge model tests of helical foundations [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/36484421-1840-4288-9de4-cb2e1225c976/trabalho%2034%20-%20A%20review%20of%20centrifuge%20modeling%20of%20helical%20foundations%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
Vancouver
Tsuha C de HC, Thorel L, Rault G. A review of centrifuge model tests of helical foundations [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/36484421-1840-4288-9de4-cb2e1225c976/trabalho%2034%20-%20A%20review%20of%20centrifuge%20modeling%20of%20helical%20foundations%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
Trabalho de evento
Application of two-dimensional photoelastic analysis to the study of helical anchors (2013)
Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti ; Esquivel, Edmundo Rogério
Source: Proceedings. Conference titles: International Geotechnical Symposium on Helical Foundations. Unidade: EESC
Subjects: GEOTECNIA, ANCORAGEM, DEFORMAÇÃO ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e ESQUIVEL, Edmundo Rogério. Application of two-dimensional photoelastic analysis to the study of helical anchors. 2013, Anais.. Amherst, MA, USA: University of Massachusetts, 2013. Disponível em: https://repositorio.usp.br/directbitstream/34bfb98d-44f8-4373-accf-7e8d95b3c1db/paperSchiavonetal_.__removed.pdf. Acesso em: 20 jun. 2024.
APA
Schiavon, J. A., Tsuha, C. de H. C., & Esquivel, E. R. (2013). Application of two-dimensional photoelastic analysis to the study of helical anchors. In Proceedings. Amherst, MA, USA: University of Massachusetts. Recuperado de https://repositorio.usp.br/directbitstream/34bfb98d-44f8-4373-accf-7e8d95b3c1db/paperSchiavonetal_.__removed.pdf
NLM
Schiavon JA, Tsuha C de HC, Esquivel ER. Application of two-dimensional photoelastic analysis to the study of helical anchors [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/34bfb98d-44f8-4373-accf-7e8d95b3c1db/paperSchiavonetal_.__removed.pdf
Vancouver
Schiavon JA, Tsuha C de HC, Esquivel ER. Application of two-dimensional photoelastic analysis to the study of helical anchors [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/34bfb98d-44f8-4373-accf-7e8d95b3c1db/paperSchiavonetal_.__removed.pdf
Trabalho de evento
The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil (2013)
Henriquez Sanchez, Loana; Santos Filho, João Manoel Sampaio Mathias dos; Santos, Thiago da Costa; Tsuha, Cristina de Hollanda Cavalcanti
Source: Proceedings. Conference titles: International Geotechnical Symposium on Helical Foundations. Unidade: EESC
Subjects: SOLO TROPICAL, ANCORAGEM, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HENRIQUEZ SANCHEZ, Loana et al. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil. 2013, Anais.. Amherst, MA, USA: University of Massachusetts, 2013. Disponível em: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf. Acesso em: 20 jun. 2024.
APA
Henriquez Sanchez, L., Santos Filho, J. M. S. M. dos, Santos, T. da C., & Tsuha, C. de H. C. (2013). The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil. In Proceedings. Amherst, MA, USA: University of Massachusetts. Recuperado de https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
NLM
Henriquez Sanchez L, Santos Filho JMSM dos, Santos T da C, Tsuha C de HC. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf
Vancouver
Henriquez Sanchez L, Santos Filho JMSM dos, Santos T da C, Tsuha C de HC. The influence of the geometry on the behavior of round shaft helical anchors in an unsaturated tropical soil [Internet]. Proceedings. 2013 ;[citado 2024 jun. 20 ] Available from: https://repositorio.usp.br/directbitstream/d6e6a892-d78b-448a-860a-1787d5410770/trabalho%2036%20-%20%20The%20influence%20of%20the%20geometry%20on%20the%20helical%20anchor%20behavior%20in%20an%20unsaturated%20tropical%20residual%20soil%20%281st%20International%20Geotechnical%20Symposium%20on%20Helical%20Foundations%2C%202013%29.pdf

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