ReP USP - Resultado da busca

Parte de monografia/livro
The occurrence of residual stresses in helical piles (2015)
Schiavon, José Antonio; Santos Filho, João Manoel Sampaio Mathias dos; Tsuha, Cristina de Hollanda Cavalcanti ; Thorel, Luc
Source: Fundamentals to Applications in Geotechnics. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: TENSÃO ESTRUTURAL, ESTACAS, GEOTECNIA
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ABNT
SCHIAVON, José Antonio et al. The occurrence of residual stresses in helical piles. Fundamentals to Applications in Geotechnics. Tradução . Amsterdam, Netherlands: IOS Press, 2015. . Disponível em: https://doi.org/10.3233/978-1-61499-603-3-1851. Acesso em: 06 nov. 2024.
APA
Schiavon, J. A., Santos Filho, J. M. S. M. dos, Tsuha, C. de H. C., & Thorel, L. (2015). The occurrence of residual stresses in helical piles. In Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-603-3-1851
NLM
Schiavon JA, Santos Filho JMSM dos, Tsuha C de HC, Thorel L. The occurrence of residual stresses in helical piles [Internet]. In: Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-1851
Vancouver
Schiavon JA, Santos Filho JMSM dos, Tsuha C de HC, Thorel L. The occurrence of residual stresses in helical piles [Internet]. In: Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-1851
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: 06 nov. 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 nov. 06 ] 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 nov. 06 ] Available from: https://doi.org/10.3233/978-1-61499-601-9-866
Parte de monografia/livro
Evaluating installation disturbance from helical piles and anchors using compression and tension tests (2015)
Lutenegger, Alan J.; Tsuha, Cristina de Hollanda Cavalcanti
Source: Fundamentals to Applications in Geotechnics. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: GEOTECNIA, ESTACAS, ANCORAGEM, REGRESSÃO LINEAR
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ABNT
LUTENEGGER, Alan J. e TSUHA, Cristina de Hollanda Cavalcanti. Evaluating installation disturbance from helical piles and anchors using compression and tension tests. Fundamentals to Applications in Geotechnics. Tradução . Amsterdam, Netherlands: IOS Press, 2015. . Disponível em: https://doi.org/10.3233/978-1-61499-603-3-373. Acesso em: 06 nov. 2024.
APA
Lutenegger, A. J., & Tsuha, C. de H. C. (2015). Evaluating installation disturbance from helical piles and anchors using compression and tension tests. In Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-603-3-373
NLM
Lutenegger AJ, Tsuha C de HC. Evaluating installation disturbance from helical piles and anchors using compression and tension tests [Internet]. In: Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-373
Vancouver
Lutenegger AJ, Tsuha C de HC. Evaluating installation disturbance from helical piles and anchors using compression and tension tests [Internet]. In: Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-373
Parte de monografia/livro
Probabilistic assessment of uplift pressure under concrete dams (2015)
Celestino, Tarcísio Barreto; Leyser, Silvia D. Levis
Source: Geotechnical Synergy in Buenos Aires 2015. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: BARRAGENS, GEOTECNIA, ESTRUTURAS DE CONCRETO, ESTRUTURAS
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ABNT
CELESTINO, Tarcísio Barreto e LEYSER, Silvia D. Levis. Probabilistic assessment of uplift pressure under concrete dams. Geotechnical Synergy in Buenos Aires 2015. Tradução . Amsterdam, Netherlands: IOS Press, 2015. . Disponível em: https://doi.org/10.3233/978-1-61499-599-9-393. Acesso em: 06 nov. 2024.
APA
Celestino, T. B., & Leyser, S. D. L. (2015). Probabilistic assessment of uplift pressure under concrete dams. In Geotechnical Synergy in Buenos Aires 2015. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-599-9-393
NLM
Celestino TB, Leyser SDL. Probabilistic assessment of uplift pressure under concrete dams [Internet]. In: Geotechnical Synergy in Buenos Aires 2015. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.3233/978-1-61499-599-9-393
Vancouver
Celestino TB, Leyser SDL. Probabilistic assessment of uplift pressure under concrete dams [Internet]. In: Geotechnical Synergy in Buenos Aires 2015. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.3233/978-1-61499-599-9-393
Trabalho de evento
Development of a new TDR probe for assessing the soil water content at different depths (2009)
Esquivel, Edmundo Rogério; Vaz, C M P
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: GEOTECNIA, IRRIGAÇÃO, SONDAGEM DOS SOLOS
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ABNT
ESQUIVEL, Edmundo Rogério e VAZ, C M P. Development of a new TDR probe for assessing the soil water content at different depths. 2009, Anais.. Amsterdam, Netherlands: IOS Press, 2009. Disponível em: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf. Acesso em: 06 nov. 2024.
APA
Esquivel, E. R., & Vaz, C. M. P. (2009). Development of a new TDR probe for assessing the soil water content at different depths. In Proceedings. Amsterdam, Netherlands: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
NLM
Esquivel ER, Vaz CMP. Development of a new TDR probe for assessing the soil water content at different depths [Internet]. Proceedings. 2009 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
Vancouver
Esquivel ER, Vaz CMP. Development of a new TDR probe for assessing the soil water content at different depths [Internet]. Proceedings. 2009 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
Trabalho de evento
Stress-strain behavior of a residual soil profile from gneiss (2009)
Reis, Rodrigo Martins; Vilar, Orencio Monje; Azevedo, Roberto Francisco
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Assunto: SOLO RESIDUAL
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ABNT
REIS, Rodrigo Martins e VILAR, Orencio Monje e AZEVEDO, Roberto Francisco. Stress-strain behavior of a residual soil profile from gneiss. 2009, Anais.. Amsterdam: IOS Press, 2009. . Acesso em: 06 nov. 2024.
APA
Reis, R. M., Vilar, O. M., & Azevedo, R. F. (2009). Stress-strain behavior of a residual soil profile from gneiss. In Proceedings. Amsterdam: IOS Press.
NLM
Reis RM, Vilar OM, Azevedo RF. Stress-strain behavior of a residual soil profile from gneiss. Proceedings. 2009 ;[citado 2024 nov. 06 ]
Vancouver
Reis RM, Vilar OM, Azevedo RF. Stress-strain behavior of a residual soil profile from gneiss. Proceedings. 2009 ;[citado 2024 nov. 06 ]
Trabalho de evento
Compacted soil shear strength characterization on inclined plane test (2009)
Pitanga, Heraldo Nunes; Vilar, Orencio Monje; Gourc, Jean-Pierre
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Assunto: MECÂNICA DOS SOLOS
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ABNT
PITANGA, Heraldo Nunes e VILAR, Orencio Monje e GOURC, Jean-Pierre. Compacted soil shear strength characterization on inclined plane test. 2009, Anais.. Amsterdam: IOS Press, 2009. . Acesso em: 06 nov. 2024.
APA
Pitanga, H. N., Vilar, O. M., & Gourc, J. -P. (2009). Compacted soil shear strength characterization on inclined plane test. In Proceedings. Amsterdam: IOS Press.
NLM
Pitanga HN, Vilar OM, Gourc J-P. Compacted soil shear strength characterization on inclined plane test. Proceedings. 2009 ;[citado 2024 nov. 06 ]
Vancouver
Pitanga HN, Vilar OM, Gourc J-P. Compacted soil shear strength characterization on inclined plane test. Proceedings. 2009 ;[citado 2024 nov. 06 ]
Trabalho de evento
Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW) (2009)
Santos, Eder Carlos Guedes dos; Vilar, Orencio Monje; Assis, André Pacheco de
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: RESÍDUOS DE CONSTRUÇÃO, DEMOLIÇÃO, GEOTECNIA
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ABNT
SANTOS, Eder Carlos Guedes dos e VILAR, Orencio Monje e ASSIS, André Pacheco de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). 2009, Anais.. Amsterdam: IOS Press, 2009. . Acesso em: 06 nov. 2024.
APA
Santos, E. C. G. dos, Vilar, O. M., & Assis, A. P. de. (2009). Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). In Proceedings. Amsterdam: IOS Press.
NLM
Santos ECG dos, Vilar OM, Assis AP de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). Proceedings. 2009 ;[citado 2024 nov. 06 ]
Vancouver
Santos ECG dos, Vilar OM, Assis AP de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). Proceedings. 2009 ;[citado 2024 nov. 06 ]
Trabalho de evento
SPT sampler static penetration resistance in the case of a sandy soil (2005)
Aoki, Nelson; Esquivel, Edmundo Rogério; Neves, L. F. S; Cintra, José Carlos Angelo
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: SOLO ARENOSO, SONDAGEM DOS SOLOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson et al. SPT sampler static penetration resistance in the case of a sandy soil. 2005, Anais.. Amsterdam, Netherlands: IOS Press, 2005. Disponível em: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf. Acesso em: 06 nov. 2024.
APA
Aoki, N., Esquivel, E. R., Neves, L. F. S., & Cintra, J. C. A. (2005). SPT sampler static penetration resistance in the case of a sandy soil. In Proceedings. Amsterdam, Netherlands: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
NLM
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
Vancouver
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf

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