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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 titles: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC
Subjects: 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: 18 ago. 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 ago. 18 ] 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 ago. 18 ] Available from: https://doi.org/10.1051/e3sconf/202020505021
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 titles: 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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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: 18 ago. 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 ago. 18 ] 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 ago. 18 ] 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
Source: E3S Web of Conferences. Conference titles: International Conference on Energy Geotechnics - ICEGT 2020. Unidade: EESC
Subjects: ESTACAS, AREIA, GEOTECNIA
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ABNT
SPAGNOLI, Giovanni e TSUHA, Cristina de Hollanda Cavalcanti. Review of torque models for offshore helical piles. E3S Web of Conferences. Les Ulis: EDP Sciences. Disponível em: https://doi.org/10.1051/e3sconf/202020512007. Acesso em: 18 ago. 2024. , 2020
APA
Spagnoli, G., & Tsuha, C. de H. C. (2020). Review of torque models for offshore helical piles. E3S Web of Conferences. Les Ulis: EDP Sciences. doi:10.1051/e3sconf/202020512007
NLM
Spagnoli G, Tsuha C de HC. Review of torque models for offshore helical piles [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1051/e3sconf/202020512007
Vancouver
Spagnoli G, Tsuha C de HC. Review of torque models for offshore helical piles [Internet]. E3S Web of Conferences. 2020 ; 205 1-6.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1051/e3sconf/202020512007
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: 18 ago. 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 ago. 18 ] 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 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.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: 18 ago. 2024.
APA
Tsuha, C. de H. C. (2016). Physical modelling of the behavior of helical anchors. In Proceedings. Nantes, France: IFSTTAR. Recuperado de https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf
NLM
Tsuha C de HC. Physical modelling of the behavior of helical anchors [Internet]. Proceedings. 2016 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf
Vancouver
Tsuha C de HC. Physical modelling of the behavior of helical anchors [Internet]. Proceedings. 2016 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/1ede3f94-1524-4e02-bafd-9e176c0465d0/Keynote_Eurofuge_removed.pdf
Trabalho de evento
Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable (2013)
Silva, Matias; Foray, Pierre Y.; Rimoy, Siya; Jardine, Richard J.; Tsuha, Cristina de Hollanda Cavalcanti; Zhongxuan, Yang
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: ESTACAS, AREIA
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ABNT
SILVA, Matias et al. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable. 2013, Anais.. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. Disponível em: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf. Acesso em: 18 ago. 2024.
APA
Silva, M., Foray, P. Y., Rimoy, S., Jardine, R. J., Tsuha, C. de H. C., & Zhongxuan, Y. (2013). Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable. In Proceedings. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
NLM
Silva M, Foray PY, Rimoy S, Jardine RJ, Tsuha C de HC, Zhongxuan Y. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable [Internet]. Proceedings. 2013 ;[citado 2024 ago. 18 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
Vancouver
Silva M, Foray PY, Rimoy S, Jardine RJ, Tsuha C de HC, Zhongxuan Y. Influence des chargements cycliques axiaux dans le comportement et la réponse de pieux battus dans le sable [Internet]. Proceedings. 2013 ;[citado 2024 ago. 18 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2403.pdf
Trabalho de evento
Influence of multiple helix configuration on the uplift capacity of helical anchors (2013)
Tsuha, Cristina de Hollanda Cavalcanti; Santos, Thiago da Costa; Rault, Gérard; Thorel, Luc; Garnier, Jacques
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: CAPACIDADE DE CARGA LATERAL, SOLO TROPICAL, ÂNCORAS
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Influence of multiple helix configuration on the uplift capacity of helical anchors. 2013, Anais.. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. Disponível em: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2893.pdf. Acesso em: 18 ago. 2024.
APA
Tsuha, C. de H. C., Santos, T. da C., Rault, G., Thorel, L., & Garnier, J. (2013). Influence of multiple helix configuration on the uplift capacity of helical anchors. In Proceedings. Paris: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de http://www.geotech-fr.org/sites/default/files/congres/cimsg/2893.pdf
NLM
Tsuha C de HC, Santos T da C, Rault G, Thorel L, Garnier J. Influence of multiple helix configuration on the uplift capacity of helical anchors [Internet]. Proceedings. 2013 ;[citado 2024 ago. 18 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2893.pdf
Vancouver
Tsuha C de HC, Santos T da C, Rault G, Thorel L, Garnier J. Influence of multiple helix configuration on the uplift capacity of helical anchors [Internet]. Proceedings. 2013 ;[citado 2024 ago. 18 ] Available from: http://www.geotech-fr.org/sites/default/files/congres/cimsg/2893.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: 18 ago. 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 ago. 18 ] 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 ago. 18 ] 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
Artigo de periodico
Modélisation physique de pieux hélicoidaux mis en place dans du sable (2010)
Tsuha, Cristina de Hollanda Cavalcanti; Aoki, Nelson; Rault, Gerard; Thorel, Luc; Garnier, Jacques
Source: Revue Française de Geotéchnique. Unidade: EESC
Subjects: FUNDAÇÕES OFFSHORE, FUNDAÇÕES PROFUNDAS, AREIA
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Modélisation physique de pieux hélicoidaux mis en place dans du sable. Revue Française de Geotéchnique, n. 130, p. 15-23, 2010Tradução . . Disponível em: https://doi.org/10.1051/geotech/2010130015. Acesso em: 18 ago. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2010). Modélisation physique de pieux hélicoidaux mis en place dans du sable. Revue Française de Geotéchnique, ( 130), 15-23. doi:10.1051/geotech/2010130015
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Modélisation physique de pieux hélicoidaux mis en place dans du sable [Internet]. Revue Française de Geotéchnique. 2010 ;( 130): 15-23.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1051/geotech/2010130015
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Modélisation physique de pieux hélicoidaux mis en place dans du sable [Internet]. Revue Française de Geotéchnique. 2010 ;( 130): 15-23.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1051/geotech/2010130015
Trabalho de evento
Analyse de l'interaction cyclique sol-pieu sous chargement axial en chambre d'etalonnage (2010)
Tsuha, Cristina de Hollanda Cavalcanti; Foray, Pierre Y.; Jardine, Richard J.; Zhongxuan, Yang
Source: Actes JNGG. Conference titles: Journées Nationales de Géotechnique et de Géologie de l'Ingénieur. Unidade: EESC
Subjects: FUNDAÇÕES PROFUNDAS, FUNDAÇÕES POR ESTACAS
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Analyse de l'interaction cyclique sol-pieu sous chargement axial en chambre d'etalonnage. 2010, Anais.. Grenoble: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2010. . Acesso em: 18 ago. 2024.
APA
Tsuha, C. de H. C., Foray, P. Y., Jardine, R. J., & Zhongxuan, Y. (2010). Analyse de l'interaction cyclique sol-pieu sous chargement axial en chambre d'etalonnage. In Actes JNGG. Grenoble: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y. Analyse de l'interaction cyclique sol-pieu sous chargement axial en chambre d'etalonnage. Actes JNGG. 2010 ;[citado 2024 ago. 18 ]
Vancouver
Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y. Analyse de l'interaction cyclique sol-pieu sous chargement axial en chambre d'etalonnage. Actes JNGG. 2010 ;[citado 2024 ago. 18 ]
Trabalho de evento
Modelisation physique de pieux helicoïdaux dans du sable (2008)
Tsuha, Cristina de Hollanda Cavalcanti ; Rault, Gérard; Thorel, Luc; Garnier, Jacques
Source: Actes JNGG. Conference titles: Journées Nationales de Géotechnique et de Géologie de l'Ingénieur. Unidade: EESC
Subjects: ESTACAS, GEOTECNIA
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Modelisation physique de pieux helicoïdaux dans du sable. 2008, Anais.. Nantes: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. Disponível em: https://repositorio.usp.br/directbitstream/6ebfca52-2c96-48c6-91bb-d88a5c9c2621/PROD_25637_SYSNO_3123717%20%281%29.pdf. Acesso em: 18 ago. 2024.
APA
Tsuha, C. de H. C., Rault, G., Thorel, L., & Garnier, J. (2008). Modelisation physique de pieux helicoïdaux dans du sable. In Actes JNGG. Nantes: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/6ebfca52-2c96-48c6-91bb-d88a5c9c2621/PROD_25637_SYSNO_3123717%20%281%29.pdf
NLM
Tsuha C de HC, Rault G, Thorel L, Garnier J. Modelisation physique de pieux helicoïdaux dans du sable [Internet]. Actes JNGG. 2008 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/6ebfca52-2c96-48c6-91bb-d88a5c9c2621/PROD_25637_SYSNO_3123717%20%281%29.pdf
Vancouver
Tsuha C de HC, Rault G, Thorel L, Garnier J. Modelisation physique de pieux helicoïdaux dans du sable [Internet]. Actes JNGG. 2008 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/6ebfca52-2c96-48c6-91bb-d88a5c9c2621/PROD_25637_SYSNO_3123717%20%281%29.pdf
Trabalho de evento
Un nouveau concept de l'etat limite ultime d'un systeme pieu-sol (2006)
Aoki, Nelson; Cintra, José Carlos A
Conference titles: Symposium International Sur Les États Limites Ultimes des Ouvrages Géotechniques. Unidade: EESC
Assunto: MECÂNICA DOS SOLOS
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ABNT
AOKI, Nelson e CINTRA, José Carlos A. Un nouveau concept de l'etat limite ultime d'un systeme pieu-sol. 2006, Anais.. Paris: LCPC, 2006. . Acesso em: 18 ago. 2024.
APA
Aoki, N., & Cintra, J. C. A. (2006). Un nouveau concept de l'etat limite ultime d'un systeme pieu-sol. In . Paris: LCPC.
NLM
Aoki N, Cintra JCA. Un nouveau concept de l'etat limite ultime d'un systeme pieu-sol. 2006 ;[citado 2024 ago. 18 ]
Vancouver
Aoki N, Cintra JCA. Un nouveau concept de l'etat limite ultime d'un systeme pieu-sol. 2006 ;[citado 2024 ago. 18 ]
Trabalho de evento
Shear strength and consolidation properties of municipal solid waste (2005)
Vilar, Orêncio Monje; Carvalho, Miriam de Fátima
Conference titles: International Workshop Hydro-Physico-Mechanics of Landfills. Unidade: EESC
Assunto: COMPRESSIBILIDADE DOS SOLOS
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ABNT
VILAR, Orêncio Monje e CARVALHO, Miriam de Fátima. Shear strength and consolidation properties of municipal solid waste. 2005, Anais.. Grenoble: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 18 ago. 2024.
APA
Vilar, O. M., & Carvalho, M. de F. (2005). Shear strength and consolidation properties of municipal solid waste. In . Grenoble: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Vilar OM, Carvalho M de F. Shear strength and consolidation properties of municipal solid waste. 2005 ;[citado 2024 ago. 18 ]
Vancouver
Vilar OM, Carvalho M de F. Shear strength and consolidation properties of municipal solid waste. 2005 ;[citado 2024 ago. 18 ]
Trabalho de evento
Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil (2005)
Augusto Filho, Oswaldo; Magalhães, F. S.; Gramani, Marcelo Fischer
Source: Proceedings. Conference titles: Géoline. Unidade: EESC
Subjects: SISTEMA DE INFORMAÇÃO GEOGRÁFICA, GEOTECNIA
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ABNT
AUGUSTO FILHO, Oswaldo e MAGALHÃES, F. S. e GRAMANI, Marcelo Fischer. Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil. 2005, Anais.. Paris, France: SGF, 2005. Disponível em: https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf. Acesso em: 18 ago. 2024.
APA
Augusto Filho, O., Magalhães, F. S., & Gramani, M. F. (2005). Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil. In Proceedings. Paris, France: SGF. Recuperado de https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf
NLM
Augusto Filho O, Magalhães FS, Gramani MF. Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil [Internet]. Proceedings. 2005 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf
Vancouver
Augusto Filho O, Magalhães FS, Gramani MF. Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil [Internet]. Proceedings. 2005 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf
Trabalho de evento
Bearing capacity of plates with different sizes on collapsible soil (2003)
Vianna, Ana Paula Fontana; Cintra, José Carlos A
Conference titles: Symposium International sur les Fondations Superficielles. Unidade: EESC
Subjects: SOLO NÃO SATURADO, CAPACIDADE DE CARGA LATERAL
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ABNT
VIANNA, Ana Paula Fontana e CINTRA, José Carlos A. Bearing capacity of plates with different sizes on collapsible soil. 2003, Anais.. Paris: Association Française de Génie Parasismique, 2003. . Acesso em: 18 ago. 2024.
APA
Vianna, A. P. F., & Cintra, J. C. A. (2003). Bearing capacity of plates with different sizes on collapsible soil. In . Paris: Association Française de Génie Parasismique.
NLM
Vianna APF, Cintra JCA. Bearing capacity of plates with different sizes on collapsible soil. 2003 ;[citado 2024 ago. 18 ]
Vancouver
Vianna APF, Cintra JCA. Bearing capacity of plates with different sizes on collapsible soil. 2003 ;[citado 2024 ago. 18 ]
Trabalho de evento
Application of the dynamic increasing energy test (diet) in load transfer analysis of precast piles driven in soft clay formation (2002)
Balech, Jean; Aoki, Nelson; Cintra, José Carlos A
Conference titles: International Conference on Piling and Deep Foundations. Unidade: EESC
Assunto: FUNDAÇÕES PARA CARGA DINÂMICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BALECH, Jean e AOKI, Nelson e CINTRA, José Carlos A. Application of the dynamic increasing energy test (diet) in load transfer analysis of precast piles driven in soft clay formation. 2002, Anais.. Nice: Presses de l'école nationale des ponts et chaussées, 2002. Disponível em: https://repositorio.usp.br/directbitstream/0fd6ac9f-c88c-46f7-8aad-f48069b821d2/prod_533_sysno_1251020%20%281%29.pdf. Acesso em: 18 ago. 2024.
APA
Balech, J., Aoki, N., & Cintra, J. C. A. (2002). Application of the dynamic increasing energy test (diet) in load transfer analysis of precast piles driven in soft clay formation. In . Nice: Presses de l'école nationale des ponts et chaussées. Recuperado de https://repositorio.usp.br/directbitstream/0fd6ac9f-c88c-46f7-8aad-f48069b821d2/prod_533_sysno_1251020%20%281%29.pdf
NLM
Balech J, Aoki N, Cintra JCA. Application of the dynamic increasing energy test (diet) in load transfer analysis of precast piles driven in soft clay formation [Internet]. 2002 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/0fd6ac9f-c88c-46f7-8aad-f48069b821d2/prod_533_sysno_1251020%20%281%29.pdf
Vancouver
Balech J, Aoki N, Cintra JCA. Application of the dynamic increasing energy test (diet) in load transfer analysis of precast piles driven in soft clay formation [Internet]. 2002 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/0fd6ac9f-c88c-46f7-8aad-f48069b821d2/prod_533_sysno_1251020%20%281%29.pdf
Trabalho de evento
Load tests on belled piles with polystyrene foam the shaft and the base (2002)
Cintra, José Carlos A; Santos, Túlia Ribeiro da Silva; Menegotto, Mauro Leandro; Aoki, Nelson
Conference titles: International Conference on Piling and Deep Foundations. Unidade: EESC
Subjects: RESISTÊNCIA DOS SOLOS, FUNDAÇÕES PROFUNDAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CINTRA, José Carlos A et al. Load tests on belled piles with polystyrene foam the shaft and the base. 2002, Anais.. Nice: Presses de l'école natiole des ponts et chaussées, 2002. Disponível em: https://repositorio.usp.br/directbitstream/b5f4e78a-8f66-461d-8eea-396b1cab1ca5/PROD_001763_SYSNO_1251023.pdf. Acesso em: 18 ago. 2024.
APA
Cintra, J. C. A., Santos, T. R. da S., Menegotto, M. L., & Aoki, N. (2002). Load tests on belled piles with polystyrene foam the shaft and the base. In . Nice: Presses de l'école natiole des ponts et chaussées. Recuperado de https://repositorio.usp.br/directbitstream/b5f4e78a-8f66-461d-8eea-396b1cab1ca5/PROD_001763_SYSNO_1251023.pdf
NLM
Cintra JCA, Santos TR da S, Menegotto ML, Aoki N. Load tests on belled piles with polystyrene foam the shaft and the base [Internet]. 2002 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/b5f4e78a-8f66-461d-8eea-396b1cab1ca5/PROD_001763_SYSNO_1251023.pdf
Vancouver
Cintra JCA, Santos TR da S, Menegotto ML, Aoki N. Load tests on belled piles with polystyrene foam the shaft and the base [Internet]. 2002 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/b5f4e78a-8f66-461d-8eea-396b1cab1ca5/PROD_001763_SYSNO_1251023.pdf
Artigo de periodico
Comportement a l'eau des roches argilo-marneuses, suivi du gonflement, importance de la mineralogie et des textures (1997)
Pejon, Osni José; Le Roux, A; Guignard, D
Source: Bulletin of Engineering Geology/Bulletin de Geologie de L'Ingenieur. Unidade: EESC
Subjects: MINERALOGIA, MATERIAIS DE CONSTRUÇÃO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PEJON, Osni José e LE ROUX, A e GUIGNARD, D. Comportement a l'eau des roches argilo-marneuses, suivi du gonflement, importance de la mineralogie et des textures. Bulletin of Engineering Geology/Bulletin de Geologie de L'Ingenieur, n. 55, p. 105-119, 1997Tradução . . Disponível em: https://doi.org/10.1007/bf02635413. Acesso em: 18 ago. 2024.
APA
Pejon, O. J., Le Roux, A., & Guignard, D. (1997). Comportement a l'eau des roches argilo-marneuses, suivi du gonflement, importance de la mineralogie et des textures. Bulletin of Engineering Geology/Bulletin de Geologie de L'Ingenieur, ( 55), 105-119. doi:10.1007/bf02635413
NLM
Pejon OJ, Le Roux A, Guignard D. Comportement a l'eau des roches argilo-marneuses, suivi du gonflement, importance de la mineralogie et des textures [Internet]. Bulletin of Engineering Geology/Bulletin de Geologie de L'Ingenieur. 1997 ;( 55): 105-119.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/bf02635413
Vancouver
Pejon OJ, Le Roux A, Guignard D. Comportement a l'eau des roches argilo-marneuses, suivi du gonflement, importance de la mineralogie et des textures [Internet]. Bulletin of Engineering Geology/Bulletin de Geologie de L'Ingenieur. 1997 ;( 55): 105-119.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/bf02635413
Trabalho de evento
Essais de pieux en centrifugeuse (1992)
Levacher, D; Garnier, J; Cintra, José Carlos A
Conference titles: Journees Nationales Genie Latier & Genie Civil. Unidade: EESC
Subjects: GEOTECNIA, FUNDAÇÕES (ENGENHARIA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LEVACHER, D e GARNIER, J e CINTRA, José Carlos A. Essais de pieux en centrifugeuse. 1992, Anais.. Nantes: Universite de Nantes, 1992. . Acesso em: 18 ago. 2024.
APA
Levacher, D., Garnier, J., & Cintra, J. C. A. (1992). Essais de pieux en centrifugeuse. In . Nantes: Universite de Nantes.
NLM
Levacher D, Garnier J, Cintra JCA. Essais de pieux en centrifugeuse. 1992 ;[citado 2024 ago. 18 ]
Vancouver
Levacher D, Garnier J, Cintra JCA. Essais de pieux en centrifugeuse. 1992 ;[citado 2024 ago. 18 ]
Trabalho de evento
Etude experimentale de pieux instrumentes (1991)
Carvalho, D.; Cintra, José Carlos A; Albiero, J H; Mantilla, J N R
Source: Annales. Conference titles: Colloque Internationale sur Fondations Profondes. Unidade: EESC
Assunto: ENGENHARIA CIVIL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARVALHO, D. et al. Etude experimentale de pieux instrumentes. 1991, Anais.. Paris: Ecole Nationale des Ponts et Chaussees, 1991. Disponível em: https://repositorio.usp.br/directbitstream/ec33e89a-5f4e-4d02-8137-786bb42ea6dd/prod_001519_sysno_0823638.pdf. Acesso em: 18 ago. 2024.
APA
Carvalho, D., Cintra, J. C. A., Albiero, J. H., & Mantilla, J. N. R. (1991). Etude experimentale de pieux instrumentes. In Annales. Paris: Ecole Nationale des Ponts et Chaussees. Recuperado de https://repositorio.usp.br/directbitstream/ec33e89a-5f4e-4d02-8137-786bb42ea6dd/prod_001519_sysno_0823638.pdf
NLM
Carvalho D, Cintra JCA, Albiero JH, Mantilla JNR. Etude experimentale de pieux instrumentes [Internet]. Annales. 1991 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/ec33e89a-5f4e-4d02-8137-786bb42ea6dd/prod_001519_sysno_0823638.pdf
Vancouver
Carvalho D, Cintra JCA, Albiero JH, Mantilla JNR. Etude experimentale de pieux instrumentes [Internet]. Annales. 1991 ;[citado 2024 ago. 18 ] Available from: https://repositorio.usp.br/directbitstream/ec33e89a-5f4e-4d02-8137-786bb42ea6dd/prod_001519_sysno_0823638.pdf

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