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Artigo de periodico
Comparison of the dynamic responses of monopiles and gravity base foundations for offshore wind turbines in sand using centrifuge modelling (2021)
Futai, Marcos Massao ; Haigh, Stuart K. ; Madabhushi, Gopal Santana Phani
Source: Soils and Foundations. Unidade: EP
Subjects: ENERGIA EÓLICA, TURBINAS, FONTES ALTERNATIVAS DE ENERGIA, FUNDAÇÕES OFFSHORE
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ABNT
FUTAI, Marcos Massao e HAIGH, Stuart K. e MADABHUSHI, Gopal Santana Phani. Comparison of the dynamic responses of monopiles and gravity base foundations for offshore wind turbines in sand using centrifuge modelling. Soils and Foundations, v. 61, n. 1, p. 50-63, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.sandf.2020.10.009. Acesso em: 29 maio 2024.
APA
Futai, M. M., Haigh, S. K., & Madabhushi, G. S. P. (2021). Comparison of the dynamic responses of monopiles and gravity base foundations for offshore wind turbines in sand using centrifuge modelling. Soils and Foundations, 61( 1), 50-63. doi:10.1016/j.sandf.2020.10.009
NLM
Futai MM, Haigh SK, Madabhushi GSP. Comparison of the dynamic responses of monopiles and gravity base foundations for offshore wind turbines in sand using centrifuge modelling [Internet]. Soils and Foundations. 2021 ; 61( 1): 50-63.[citado 2024 maio 29 ] Available from: https://doi.org/10.1016/j.sandf.2020.10.009
Vancouver
Futai MM, Haigh SK, Madabhushi GSP. Comparison of the dynamic responses of monopiles and gravity base foundations for offshore wind turbines in sand using centrifuge modelling [Internet]. Soils and Foundations. 2021 ; 61( 1): 50-63.[citado 2024 maio 29 ] Available from: https://doi.org/10.1016/j.sandf.2020.10.009
Artigo de periodico
Sand–concrete interface response: the role of surface texture and confinement conditions (2019)
Nardelli, Andrei; Cacciari, Pedro Pazzoto ; Futai, Marcos Massao
Source: Soils and Foundations. Unidade: EP
Subjects: CISALHAMENTO, TEXTURA DO SOLO, AREIA (MATERIAIS DE CONSTRUÇÃO), CONCRETO
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ABNT
NARDELLI, Andrei e CACCIARI, Pedro Pazzoto e FUTAI, Marcos Massao. Sand–concrete interface response: the role of surface texture and confinement conditions. Soils and Foundations, v. 59, n. 6, p. 1675-1694, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.sandf.2019.05.013. Acesso em: 29 maio 2024.
APA
Nardelli, A., Cacciari, P. P., & Futai, M. M. (2019). Sand–concrete interface response: the role of surface texture and confinement conditions. Soils and Foundations, 59( 6), 1675-1694. doi:10.1016/j.sandf.2019.05.013
NLM
Nardelli A, Cacciari PP, Futai MM. Sand–concrete interface response: the role of surface texture and confinement conditions [Internet]. Soils and Foundations. 2019 ; 59( 6): 1675-1694.[citado 2024 maio 29 ] Available from: https://doi.org/10.1016/j.sandf.2019.05.013
Vancouver
Nardelli A, Cacciari PP, Futai MM. Sand–concrete interface response: the role of surface texture and confinement conditions [Internet]. Soils and Foundations. 2019 ; 59( 6): 1675-1694.[citado 2024 maio 29 ] Available from: https://doi.org/10.1016/j.sandf.2019.05.013
Artigo de periodico
Behaviour of displacement piles in sand under cyclic axial loading (2012)
Tsuha, Cristina de Hollanda Cavalcanti; Foray, Pierre Y.; Jardine, Richard J.; Zhongxuan, Yang; Silva, Matias; Rimoy, Siya
Source: Soils and Foundations. Unidade: EESC
Subjects: CARREGAMENTO CÍCLICO, TENSÃO DOS MATERIAIS, DESLOCAMENTO (GEOLOGIA ESTRUTURAL)
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ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Behaviour of displacement piles in sand under cyclic axial loading. Soils and Foundations, v. 52, n. 3, p. 393-410, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.sandf.2012.05.002. Acesso em: 29 maio 2024.
APA
Tsuha, C. de H. C., Foray, P. Y., Jardine, R. J., Zhongxuan, Y., Silva, M., & Rimoy, S. (2012). Behaviour of displacement piles in sand under cyclic axial loading. Soils and Foundations, 52( 3), 393-410. doi:10.1016/j.sandf.2012.05.002
NLM
Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Behaviour of displacement piles in sand under cyclic axial loading [Internet]. Soils and Foundations. 2012 ; 52( 3): 393-410.[citado 2024 maio 29 ] Available from: https://doi.org/10.1016/j.sandf.2012.05.002
Vancouver
Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Behaviour of displacement piles in sand under cyclic axial loading [Internet]. Soils and Foundations. 2012 ; 52( 3): 393-410.[citado 2024 maio 29 ] Available from: https://doi.org/10.1016/j.sandf.2012.05.002
Artigo de periodico
The impact efficiency obtained from static load test performed on the SPT sampler (2007)
Aoki, Nelson; Esquivel, Edmundo Rogério; Neves, Luis Fernando de Seixas; Cintra, José Carlos Angelo
Source: Soils and Foundations. Unidade: EESC
Subjects: ESTÁTICA, ENERGIA, ANÁLISE DO SOLO (TESTES)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson et al. The impact efficiency obtained from static load test performed on the SPT sampler. Soils and Foundations, v. 47, n. 6, p. 1045-1052, 2007Tradução . . Disponível em: https://doi.org/10.3208/sandf.47.1045. Acesso em: 29 maio 2024.
APA
Aoki, N., Esquivel, E. R., Neves, L. F. de S., & Cintra, J. C. A. (2007). The impact efficiency obtained from static load test performed on the SPT sampler. Soils and Foundations, 47( 6), 1045-1052. doi:10.3208/sandf.47.1045
NLM
Aoki N, Esquivel ER, Neves LF de S, Cintra JCA. The impact efficiency obtained from static load test performed on the SPT sampler [Internet]. Soils and Foundations. 2007 ; 47( 6): 1045-1052.[citado 2024 maio 29 ] Available from: https://doi.org/10.3208/sandf.47.1045
Vancouver
Aoki N, Esquivel ER, Neves LF de S, Cintra JCA. The impact efficiency obtained from static load test performed on the SPT sampler [Internet]. Soils and Foundations. 2007 ; 47( 6): 1045-1052.[citado 2024 maio 29 ] Available from: https://doi.org/10.3208/sandf.47.1045
Artigo de periodico
Is there a technique for the determination of sedimentation rates based on calcium carbonate content?: a comparative study on the southeastern Brazilian shelf (2007)
Figueira, Rubens César Lopes; Tessler, Moysés Gonsalez; Mahiques, Michel Michaelovitch de; Fukumoto, Marina Midori
Source: Soils and Foundations. Unidade: IO
Assunto: SEDIMENTOLOGIA MARINHA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FIGUEIRA, Rubens César Lopes et al. Is there a technique for the determination of sedimentation rates based on calcium carbonate content?: a comparative study on the southeastern Brazilian shelf. Soils and Foundations, v. 47, n. 4, p. 649-656, 2007Tradução . . Disponível em: http://ci.nii.ac.jp/els/110007327248.pdf?id=ART0009181761&type=pdf&lang=en&host=cinii&order_no=&ppv_type=0&lang_sw=&no=1359388355&cp=. Acesso em: 29 maio 2024.
APA
Figueira, R. C. L., Tessler, M. G., Mahiques, M. M. de, & Fukumoto, M. M. (2007). Is there a technique for the determination of sedimentation rates based on calcium carbonate content?: a comparative study on the southeastern Brazilian shelf. Soils and Foundations, 47( 4), 649-656. Recuperado de http://ci.nii.ac.jp/els/110007327248.pdf?id=ART0009181761&type=pdf&lang=en&host=cinii&order_no=&ppv_type=0&lang_sw=&no=1359388355&cp=
NLM
Figueira RCL, Tessler MG, Mahiques MM de, Fukumoto MM. Is there a technique for the determination of sedimentation rates based on calcium carbonate content?: a comparative study on the southeastern Brazilian shelf [Internet]. Soils and Foundations. 2007 ; 47( 4): 649-656.[citado 2024 maio 29 ] Available from: http://ci.nii.ac.jp/els/110007327248.pdf?id=ART0009181761&type=pdf&lang=en&host=cinii&order_no=&ppv_type=0&lang_sw=&no=1359388355&cp=
Vancouver
Figueira RCL, Tessler MG, Mahiques MM de, Fukumoto MM. Is there a technique for the determination of sedimentation rates based on calcium carbonate content?: a comparative study on the southeastern Brazilian shelf [Internet]. Soils and Foundations. 2007 ; 47( 4): 649-656.[citado 2024 maio 29 ] Available from: http://ci.nii.ac.jp/els/110007327248.pdf?id=ART0009181761&type=pdf&lang=en&host=cinii&order_no=&ppv_type=0&lang_sw=&no=1359388355&cp=

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