Filtros : "Soils and Foundations" Limpar

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  • Source: Soils and Foundations.

    Subjects: MINERALOGIA, REJEITOS DE MINERAÇÃO, CISALHAMENTO

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    • ABNT

      VELTEN, Rodrigo Zorzal et al. Role of mineralogy on the undrained monotonic simple shear response of compacted filtered copper tailings. Soils and Foundations, v. 65, n. 4, p. 1-18, 2025Tradução . . Disponível em: https://doi.org/10.1016/j.sandf.2025.101636. Acesso em: 12 nov. 2025.
    • APA

      Velten, R. Z., Ulsen, C., Costa, J. P. R. da, Lima, C. A. A., Mafessoli, M., Carvalho, J. V. de A., & Cansoli, N. C. (2025). Role of mineralogy on the undrained monotonic simple shear response of compacted filtered copper tailings. Soils and Foundations, 65( 4), 1-18. doi:10.1016/j.sandf.2025.101636
    • NLM

      Velten RZ, Ulsen C, Costa JPR da, Lima CAA, Mafessoli M, Carvalho JV de A, Cansoli NC. Role of mineralogy on the undrained monotonic simple shear response of compacted filtered copper tailings [Internet]. Soils and Foundations. 2025 ; 65( 4): 1-18.[citado 2025 nov. 12 ] Available from: https://doi.org/10.1016/j.sandf.2025.101636
    • Vancouver

      Velten RZ, Ulsen C, Costa JPR da, Lima CAA, Mafessoli M, Carvalho JV de A, Cansoli NC. Role of mineralogy on the undrained monotonic simple shear response of compacted filtered copper tailings [Internet]. Soils and Foundations. 2025 ; 65( 4): 1-18.[citado 2025 nov. 12 ] Available from: https://doi.org/10.1016/j.sandf.2025.101636
  • 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: 12 nov. 2025.
    • 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 2025 nov. 12 ] 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 2025 nov. 12 ] Available from: https://doi.org/10.1016/j.sandf.2020.10.009
  • 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: 12 nov. 2025.
    • 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 2025 nov. 12 ] 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 2025 nov. 12 ] Available from: https://doi.org/10.1016/j.sandf.2019.05.013
  • 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: 12 nov. 2025.
    • 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 2025 nov. 12 ] 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 2025 nov. 12 ] Available from: https://doi.org/10.1016/j.sandf.2012.05.002
  • Source: Soils and Foundations. Unidade: EESC

    Subjects: ESTÁTICA, ENERGIA, ANÁLISE DO SOLO (TESTES)

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    • 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: 12 nov. 2025.
    • 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 2025 nov. 12 ] 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 2025 nov. 12 ] Available from: https://doi.org/10.3208/sandf.47.1045
  • Source: Soils and Foundations. Unidade: IO

    Assunto: SEDIMENTOLOGIA MARINHA

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    • 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: 12 nov. 2025.
    • 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 2025 nov. 12 ] 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 2025 nov. 12 ] 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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