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Artigo de periodico
Effects of installation advancement rate on helical pile helix behavior in very dense sand (2022)
Annicchini, Matheus Morato; Schiavon, José Antonio; Tsuha, Cristina de Hollanda Cavalcanti
Fonte: Acta Geotechnica. Unidade: EESC
Assuntos: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ANNICCHINI, Matheus Morato e SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti. Effects of installation advancement rate on helical pile helix behavior in very dense sand. Acta Geotechnica, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1007/s11440-022-01713-3. Acesso em: 05 out. 2024.
APA
Annicchini, M. M., Schiavon, J. A., & Tsuha, C. de H. C. (2022). Effects of installation advancement rate on helical pile helix behavior in very dense sand. Acta Geotechnica, 1-17. doi:10.1007/s11440-022-01713-3
NLM
Annicchini MM, Schiavon JA, Tsuha C de HC. Effects of installation advancement rate on helical pile helix behavior in very dense sand [Internet]. Acta Geotechnica. 2022 ; 1-17.[citado 2024 out. 05 ] Available from: https://doi.org/10.1007/s11440-022-01713-3
Vancouver
Annicchini MM, Schiavon JA, Tsuha C de HC. Effects of installation advancement rate on helical pile helix behavior in very dense sand [Internet]. Acta Geotechnica. 2022 ; 1-17.[citado 2024 out. 05 ] Available from: https://doi.org/10.1007/s11440-022-01713-3
Artigo de periodico
A new approach to estimate the bearing capacity of driven piles (2021)
Azimi, Pantea; Karimpour-Fard, Mehran; Shariatmadari, Nader; Tsuha, Cristina de Hollanda Cavalcanti
Fonte: Arabian Journal of Geosciences. Unidade: EESC
Assuntos: FUNDAÇÕES (ENGENHARIA), ESTACAS, SOLOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AZIMI, Pantea et al. A new approach to estimate the bearing capacity of driven piles. Arabian Journal of Geosciences, v. 14, p. 1-12, 2021Tradução . . Disponível em: https://doi.org/10.1007/s12517-021-07517-1. Acesso em: 05 out. 2024.
APA
Azimi, P., Karimpour-Fard, M., Shariatmadari, N., & Tsuha, C. de H. C. (2021). A new approach to estimate the bearing capacity of driven piles. Arabian Journal of Geosciences, 14, 1-12. doi:10.1007/s12517-021-07517-1
NLM
Azimi P, Karimpour-Fard M, Shariatmadari N, Tsuha C de HC. A new approach to estimate the bearing capacity of driven piles [Internet]. Arabian Journal of Geosciences. 2021 ; 14 1-12.[citado 2024 out. 05 ] Available from: https://doi.org/10.1007/s12517-021-07517-1
Vancouver
Azimi P, Karimpour-Fard M, Shariatmadari N, Tsuha C de HC. A new approach to estimate the bearing capacity of driven piles [Internet]. Arabian Journal of Geosciences. 2021 ; 14 1-12.[citado 2024 out. 05 ] Available from: https://doi.org/10.1007/s12517-021-07517-1
Trabalho de evento
Soil suction measurements during pile load tests in unsaturated soils (2003)
Cintra, José Carlos A; Albiero, José Henrique; Santos, Túlia Ribeiro da Silva; Aoki, Nelson
Fonte: Proceedings: soil and rock america 2003. Nome do evento: Panamerican Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Assuntos: SOLO NÃO SATURADO, ESTACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CINTRA, José Carlos A et al. Soil suction measurements during pile load tests in unsaturated soils. 2003, Anais.. Essen: Verlag Glückauf, 2003. Disponível em: https://repositorio.usp.br/directbitstream/d4f6e9f1-33b2-43c8-93d1-6a7d773aa002/PROD_001767_SYSNO_1345802.pdf. Acesso em: 05 out. 2024.
APA
Cintra, J. C. A., Albiero, J. H., Santos, T. R. da S., & Aoki, N. (2003). Soil suction measurements during pile load tests in unsaturated soils. In Proceedings: soil and rock america 2003. Essen: Verlag Glückauf. Recuperado de https://repositorio.usp.br/directbitstream/d4f6e9f1-33b2-43c8-93d1-6a7d773aa002/PROD_001767_SYSNO_1345802.pdf
NLM
Cintra JCA, Albiero JH, Santos TR da S, Aoki N. Soil suction measurements during pile load tests in unsaturated soils [Internet]. Proceedings: soil and rock america 2003. 2003 ;[citado 2024 out. 05 ] Available from: https://repositorio.usp.br/directbitstream/d4f6e9f1-33b2-43c8-93d1-6a7d773aa002/PROD_001767_SYSNO_1345802.pdf
Vancouver
Cintra JCA, Albiero JH, Santos TR da S, Aoki N. Soil suction measurements during pile load tests in unsaturated soils [Internet]. Proceedings: soil and rock america 2003. 2003 ;[citado 2024 out. 05 ] Available from: https://repositorio.usp.br/directbitstream/d4f6e9f1-33b2-43c8-93d1-6a7d773aa002/PROD_001767_SYSNO_1345802.pdf
Trabalho de evento
Sand piles for shallow foundations (2003)
Soares, Wilson Cartaxo; Cintra, José Carlos A; Soares, Valdês Borges
Fonte: Proceedings : soil and rock america 2003. Nome do evento: Panamerican Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Assuntos: ESTACAS, ENSAIOS DOS SOLOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Wilson Cartaxo e CINTRA, José Carlos A e SOARES, Valdês Borges. Sand piles for shallow foundations. 2003, Anais.. Esseny: Verlag Glückauf, 2003. . Acesso em: 05 out. 2024.
APA
Soares, W. C., Cintra, J. C. A., & Soares, V. B. (2003). Sand piles for shallow foundations. In Proceedings : soil and rock america 2003. Esseny: Verlag Glückauf.
NLM
Soares WC, Cintra JCA, Soares VB. Sand piles for shallow foundations. Proceedings : soil and rock america 2003. 2003 ;[citado 2024 out. 05 ]
Vancouver
Soares WC, Cintra JCA, Soares VB. Sand piles for shallow foundations. Proceedings : soil and rock america 2003. 2003 ;[citado 2024 out. 05 ]

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