Filtros : "Futai, Marcos Massao" Limpar

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  • Source: Environmental Earth Sciences. Unidades: IGC, EP, EESC

    Subjects: GNAISSE, INTEMPERISMO, PETROGRAFIA

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    • ABNT

      MONTICELLI, João Paulo; SÍGOLO, Joel Barbujiani; FUTAI, Marcos Massao. On weathering understanding and its characterization by petrographic indices: a study case about the criterion establishment for the textural classification of rock-forming minerals under weathering. Environmental Earth Sciences[S.l.], Springer Science and Business Media LLC, n. , p. -, 2021. Disponível em: < https://doi.org/10.1007/s12665-021-09687-3 > DOI: 10.1007/s12665-021-09687-3.
    • APA

      Monticelli, J. P., Sígolo, J. B., & Futai, M. M. (2021). On weathering understanding and its characterization by petrographic indices: a study case about the criterion establishment for the textural classification of rock-forming minerals under weathering. Environmental Earth Sciences, ( ), -. doi:10.1007/s12665-021-09687-3
    • NLM

      Monticelli JP, Sígolo JB, Futai MM. On weathering understanding and its characterization by petrographic indices: a study case about the criterion establishment for the textural classification of rock-forming minerals under weathering [Internet]. Environmental Earth Sciences. 2021 ;( ): -.Available from: https://doi.org/10.1007/s12665-021-09687-3
    • Vancouver

      Monticelli JP, Sígolo JB, Futai MM. On weathering understanding and its characterization by petrographic indices: a study case about the criterion establishment for the textural classification of rock-forming minerals under weathering [Internet]. Environmental Earth Sciences. 2021 ;( ): -.Available from: https://doi.org/10.1007/s12665-021-09687-3
  • Source: Soils and Foundations. Unidade: EP

    Subjects: ENERGIA EÓLICA, TURBINAS, FONTES ALTERNATIVAS DE ENERGIA, FUNDAÇÕES OFFSHORE

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    • ABNT

      FUTAI, Marcos Massao; HAIGH, Stuart K.; 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, Amsterdam, 2021, v. 61, n. 1, p. 50-63, 2021. Disponível em: < https://doi.org/10.1016/j.sandf.2020.10.009 > DOI: 10.1016/j.sandf.2020.10.009.
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      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.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.Available from: https://doi.org/10.1016/j.sandf.2020.10.009
  • Unidade: EP

    Subjects: BARRAGENS, BARRAGENS DE TERRA

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      TORRICO SIACARA, Adrian; FUTAI, Marcos Massao. Reliability-based design of an earth and concrete dam.. 2021.Universidade de São Paulo, São Paulo, 2021. Disponível em: < https://www.teses.usp.br/teses/disponiveis/3/3145/tde-22102021-094317/pt-br.php >.
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      Torrico Siacara, A., & Futai, M. M. (2021). Reliability-based design of an earth and concrete dam. Universidade de São Paulo, São Paulo. Recuperado de https://www.teses.usp.br/teses/disponiveis/3/3145/tde-22102021-094317/pt-br.php
    • NLM

      Torrico Siacara A, Futai MM. Reliability-based design of an earth and concrete dam. [Internet]. 2021 ;Available from: https://www.teses.usp.br/teses/disponiveis/3/3145/tde-22102021-094317/pt-br.php
    • Vancouver

      Torrico Siacara A, Futai MM. Reliability-based design of an earth and concrete dam. [Internet]. 2021 ;Available from: https://www.teses.usp.br/teses/disponiveis/3/3145/tde-22102021-094317/pt-br.php
  • Unidade: EP

    Subjects: ENSAIOS DE ROCHAS, CISALHAMENTO, MECÂNICA DA FRATURA

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      VIZINI, Vitor Oliveira Santos; FUTAI, Marcos Massao. New methods for determining strength and fracture toughness of rock and concrete.. 2020.Universidade de São Paulo, São Paulo, 2020. Disponível em: < https://www.teses.usp.br/teses/disponiveis/3/3145/tde-13042021-092334/pt-br.php >.
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      Vizini, V. O. S., & Futai, M. M. (2020). New methods for determining strength and fracture toughness of rock and concrete. Universidade de São Paulo, São Paulo. Recuperado de https://www.teses.usp.br/teses/disponiveis/3/3145/tde-13042021-092334/pt-br.php
    • NLM

      Vizini VOS, Futai MM. New methods for determining strength and fracture toughness of rock and concrete. [Internet]. 2020 ;Available from: https://www.teses.usp.br/teses/disponiveis/3/3145/tde-13042021-092334/pt-br.php
    • Vancouver

      Vizini VOS, Futai MM. New methods for determining strength and fracture toughness of rock and concrete. [Internet]. 2020 ;Available from: https://www.teses.usp.br/teses/disponiveis/3/3145/tde-13042021-092334/pt-br.php
  • Source: Journal of Rock Mechanics and Geotechnical Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, ANÁLISE DE RISCO, REABILITAÇÃO

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    • ABNT

      TORRICO SIACARA, Adrian; NAPA GARCÍA, Gian Franco; BECK, André Teófilo; FUTAI, Marcos Massao. Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, Amsterdam, v. 12, n. 2, p. 366-380, 2020. Disponível em: < https://doi.org/10.1016/j.jrmge.2019.07.012 > DOI: 10.1016/j.jrmge.2019.07.012.
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      Torrico Siacara, A., Napa García, G. F., Beck, A. T., & Futai, M. M. (2020). Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, 12( 2), 366-380. doi:10.1016/j.jrmge.2019.07.012
    • NLM

      Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.Available from: https://doi.org/10.1016/j.jrmge.2019.07.012
    • Vancouver

      Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.Available from: https://doi.org/10.1016/j.jrmge.2019.07.012
  • Source: Computers and Geotechnics. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, RISCO, REABILITAÇÃO

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    • ABNT

      TORRICO SIACARA, Adrian; BECK, André Teófilo; FUTAI, Marcos Massao. Reliability analysis of rapid drawdown of an earth dam using direct coupling. Computers and Geotechnics, Amsterdam, v. 118, 2020. Disponível em: < https://doi.org/10.1016/j.compgeo.2019.103336 > DOI: 10.1016/j.compgeo.2019.103336.
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      Torrico Siacara, A., Beck, A. T., & Futai, M. M. (2020). Reliability analysis of rapid drawdown of an earth dam using direct coupling. Computers and Geotechnics, 118. doi:10.1016/j.compgeo.2019.103336
    • NLM

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of rapid drawdown of an earth dam using direct coupling [Internet]. Computers and Geotechnics. 2020 ; 118Available from: https://doi.org/10.1016/j.compgeo.2019.103336
    • Vancouver

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of rapid drawdown of an earth dam using direct coupling [Internet]. Computers and Geotechnics. 2020 ; 118Available from: https://doi.org/10.1016/j.compgeo.2019.103336
  • Source: Bulletin of Engineering Geology and the Environment. Unidades: EESC, EP

    Subjects: PETROLOGIA ESTRUTURAL, MACIÇO, GEOLOGIA DE ENGENHARIA, TÚNEIS

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      MONTICELLI, João Paulo; RIBEIRO, Rogério Pinto; FUTAI, Marcos Massao. Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades. Bulletin of Engineering Geology and the Environment, Heidelberg, v. 79, n. 3, p. 1381–1397, 2020. Disponível em: < https://doi.org/10.1007/s10064-019-01625-9 > DOI: 10.1007/s10064-019-01625-9.
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      Monticelli, J. P., Ribeiro, R. P., & Futai, M. M. (2020). Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades. Bulletin of Engineering Geology and the Environment, 79( 3), 1381–1397. doi:10.1007/s10064-019-01625-9
    • NLM

      Monticelli JP, Ribeiro RP, Futai MM. Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades [Internet]. Bulletin of Engineering Geology and the Environment. 2020 ; 79( 3): 1381–1397.Available from: https://doi.org/10.1007/s10064-019-01625-9
    • Vancouver

      Monticelli JP, Ribeiro RP, Futai MM. Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades [Internet]. Bulletin of Engineering Geology and the Environment. 2020 ; 79( 3): 1381–1397.Available from: https://doi.org/10.1007/s10064-019-01625-9
  • Source: International Journal of Geomechanics. Unidade: EP

    Subjects: MECÂNICA DA FRATURA, RESISTÊNCIA A TRAÇÃO, MECÂNICA DE ROCHAS, CONCRETO

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      VIZINI, Vitor Oliveira Santos; CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Numerical assessment of factors influencing the tensile strength of rocks via pull-off test. International Journal of Geomechanics, New York, v. 20, n. 7, p. 04020075-9, 2020. Disponível em: < https://doi.org/10.1061/(ASCE)GM.1943-5622.0001714 > DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001714.
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      Vizini, V. O. S., Cacciari, P. P., & Futai, M. M. (2020). Numerical assessment of factors influencing the tensile strength of rocks via pull-off test. International Journal of Geomechanics, 20( 7), 04020075-9. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0001714
    • NLM

      Vizini VOS, Cacciari PP, Futai MM. Numerical assessment of factors influencing the tensile strength of rocks via pull-off test [Internet]. International Journal of Geomechanics. 2020 ; 20( 7): 04020075-9.Available from: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001714
    • Vancouver

      Vizini VOS, Cacciari PP, Futai MM. Numerical assessment of factors influencing the tensile strength of rocks via pull-off test [Internet]. International Journal of Geomechanics. 2020 ; 20( 7): 04020075-9.Available from: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001714
  • Unidade: EP

    Subjects: TÚNEIS, GEOLOGIA, GEOPROCESSAMENTO, MACIÇO

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      MONTICELLI, João Paulo; FUTAI, Marcos Massao. Weathering study of the gneissic rock mass from the Monte Seco tunnel region, southeastern Brazil. 2019.Universidade de São Paulo, São Paulo, 2019. Disponível em: < http://www.teses.usp.br/teses/disponiveis/3/3145/tde-17072019-142432/pt-br.php >.
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      Monticelli, J. P., & Futai, M. M. (2019). Weathering study of the gneissic rock mass from the Monte Seco tunnel region, southeastern Brazil. Universidade de São Paulo, São Paulo. Recuperado de http://www.teses.usp.br/teses/disponiveis/3/3145/tde-17072019-142432/pt-br.php
    • NLM

      Monticelli JP, Futai MM. Weathering study of the gneissic rock mass from the Monte Seco tunnel region, southeastern Brazil [Internet]. 2019 ;Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-17072019-142432/pt-br.php
    • Vancouver

      Monticelli JP, Futai MM. Weathering study of the gneissic rock mass from the Monte Seco tunnel region, southeastern Brazil [Internet]. 2019 ;Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-17072019-142432/pt-br.php
  • Source: International Journal of Rock Mechanics and Mining Sciences. Unidade: EP

    Subjects: CISALHAMENTO, ROCHAS (MATERIAL DE CONSTRUÇÃO), MECÂNICA DE ROCHAS

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      CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Effects of mica content on rock foliation strength. International Journal of Rock Mechanics and Mining Sciences, Amsterdam, v. 124, p. com 17 on-line, 2019. Disponível em: < https://doi.org/10.1016/j.ijrmms.2019.104143 > DOI: 10.1016/j.ijrmms.2019.104143.
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      Cacciari, P. P., & Futai, M. M. (2019). Effects of mica content on rock foliation strength. International Journal of Rock Mechanics and Mining Sciences, 124, com 17 on-line. doi:10.1016/j.ijrmms.2019.104143
    • NLM

      Cacciari PP, Futai MM. Effects of mica content on rock foliation strength [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 124 com 17 on-line.Available from: https://doi.org/10.1016/j.ijrmms.2019.104143
    • Vancouver

      Cacciari PP, Futai MM. Effects of mica content on rock foliation strength [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 124 com 17 on-line.Available from: https://doi.org/10.1016/j.ijrmms.2019.104143
  • Source: Tunnelling and Underground Space Technology. Unidade: EP

    Subjects: DESMONTE DE ROCHAS, ESTABILIDADE ESTRUTURAL, TERCEIRA DIMENSÃO, MÉTODO DE MONTE CARLO, COMPUTAÇÃO EM NUVEM

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      RASMUSSEN, Leandro Lima; CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao; FARIAS, Márcio Muniz de; ASSIS, André Pacheco de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing. Tunnelling and Underground Space Technology, Amsterdam, v. 85, p. 282-293, 2019. Disponível em: < https://doi.org/10.1016/j.tust.2018.12.022 > DOI: 10.1016/j.tust.2018.12.022.
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      Rasmussen, L. L., Cacciari, P. P., Futai, M. M., Farias, M. M. de, & Assis, A. P. de. (2019). Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing. Tunnelling and Underground Space Technology, 85, 282-293. doi:10.1016/j.tust.2018.12.022
    • NLM

      Rasmussen LL, Cacciari PP, Futai MM, Farias MM de, Assis AP de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing [Internet]. Tunnelling and Underground Space Technology. 2019 ; 85 282-293.Available from: https://doi.org/10.1016/j.tust.2018.12.022
    • Vancouver

      Rasmussen LL, Cacciari PP, Futai MM, Farias MM de, Assis AP de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing [Internet]. Tunnelling and Underground Space Technology. 2019 ; 85 282-293.Available from: https://doi.org/10.1016/j.tust.2018.12.022
  • Source: Computers and Geotechnics. Unidade: EP

    Subjects: COMPRESSIBILIDADE DOS SOLOS, ÁGUA, INFILTRAÇÃO SUPERFICIAL, GEOTÊXTEIS

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      ALBINO, Uilian da Rocha; PORTELINHA, Fernando Henrique Martins; ZORNBERG, Jorge Gabriel; FUTAI, Marcos Massao. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles. Computers and Geotechnics, Amsterdam, v. 108, p. 27-39, 2019. Disponível em: < https://doi.org/10.1016/j.compgeo.2018.12.006 > DOI: 10.1016/j.compgeo.2018.12.006.
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      Albino, U. da R., Portelinha, F. H. M., Zornberg, J. G., & Futai, M. M. (2019). Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles. Computers and Geotechnics, 108, 27-39. doi:10.1016/j.compgeo.2018.12.006
    • NLM

      Albino U da R, Portelinha FHM, Zornberg JG, Futai MM. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles [Internet]. Computers and Geotechnics. 2019 ; 108 27-39.Available from: https://doi.org/10.1016/j.compgeo.2018.12.006
    • Vancouver

      Albino U da R, Portelinha FHM, Zornberg JG, Futai MM. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles [Internet]. Computers and Geotechnics. 2019 ; 108 27-39.Available from: https://doi.org/10.1016/j.compgeo.2018.12.006
  • Source: Revista IBRACON de Estruturas e Materiais. Unidades: EP, EESC

    Subjects: SEGURANÇA ESTRUTURAL, BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS

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      PIRES, Kironi Oliveira; BECK, André Teófilo; BITTENCOURT, Túlio Nogueira; FUTAI, Marcos Massao. Reliability analysis of built concrete dam. Revista IBRACON de Estruturas e Materiais, São Paulo, SP, v. 12, n. Ju 2019, p. 551-579, 2019. Disponível em: < http://dx.doi.org/10.1590/S1983-41952019000300007 > DOI: 10.1590/S1983-41952019000300007.
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      Pires, K. O., Beck, A. T., Bittencourt, T. N., & Futai, M. M. (2019). Reliability analysis of built concrete dam. Revista IBRACON de Estruturas e Materiais, 12( Ju 2019), 551-579. doi:10.1590/S1983-41952019000300007
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      Pires KO, Beck AT, Bittencourt TN, Futai MM. Reliability analysis of built concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 551-579.Available from: http://dx.doi.org/10.1590/S1983-41952019000300007
    • Vancouver

      Pires KO, Beck AT, Bittencourt TN, Futai MM. Reliability analysis of built concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 551-579.Available from: http://dx.doi.org/10.1590/S1983-41952019000300007
  • Unidade: EP

    Subjects: FUNDAÇÕES (ENGENHARIA), INTERAÇÃO SOLO-ESTRUTURA, CARREGAMENTO CÍCLICO

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      NARDELLI, Andrei; FUTAI, Marcos Massao. The Shaft friction degradation of piles under cyclic axial loading in wind turbine foundations. 2019.Universidade de São Paulo, São Paulo, 2019. Disponível em: < http://www.teses.usp.br/teses/disponiveis/3/3145/tde-12092019-112547/pt-br.php >.
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      Nardelli, A., & Futai, M. M. (2019). The Shaft friction degradation of piles under cyclic axial loading in wind turbine foundations. Universidade de São Paulo, São Paulo. Recuperado de http://www.teses.usp.br/teses/disponiveis/3/3145/tde-12092019-112547/pt-br.php
    • NLM

      Nardelli A, Futai MM. The Shaft friction degradation of piles under cyclic axial loading in wind turbine foundations [Internet]. 2019 ;Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-12092019-112547/pt-br.php
    • Vancouver

      Nardelli A, Futai MM. The Shaft friction degradation of piles under cyclic axial loading in wind turbine foundations [Internet]. 2019 ;Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-12092019-112547/pt-br.php
  • Source: Soils and Foundations. Unidade: EP

    Subjects: CISALHAMENTO, TEXTURA DO SOLO, AREIA (MATERIAIS DE CONSTRUÇÃO), CONCRETO

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      NARDELLI, Andrei; CACCIARI, Pedro Pazzoto; FUTAI, Marcos Massao. Sand–concrete interface response: the role of surface texture and confinement conditions. Soils and Foundations, Amsterdam, v. 59, n. 6, p. 1675-1694, 2019. Disponível em: < https://doi.org/10.1016/j.sandf.2019.05.013 > DOI: 10.1016/j.sandf.2019.05.013.
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      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.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.Available from: https://doi.org/10.1016/j.sandf.2019.05.013
  • Source: Tunnelling and Underground Space Technology. Unidade: EP

    Subjects: TÚNEIS, TERCEIRA DIMENSÃO, IMAGEM DIGITAL

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      FARAHANI, Behzad Vasheghani; BARROS, Francisco; SOUSA, Pedro Jose Silva Carvalho Pereira; et al. A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel. Tunnelling and Underground Space Technology, Amsterdam, v. 91, p. Article 102995 com 13 on-line, 2019. Disponível em: < https://doi.org/10.1016/j.tust.2019.102995 > DOI: 10.1016/j.tust.2019.102995.
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      Farahani, B. V., Barros, F., Sousa, P. J. S. C. P., Cacciari, P. P., Tavares, P. J., Futai, M. M., & Moreira, P. M. G. P. (2019). A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel. Tunnelling and Underground Space Technology, 91, Article 102995 com 13 on-line. doi:10.1016/j.tust.2019.102995
    • NLM

      Farahani BV, Barros F, Sousa PJSCP, Cacciari PP, Tavares PJ, Futai MM, Moreira PMGP. A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel [Internet]. Tunnelling and Underground Space Technology. 2019 ; 91 Article 102995 com 13 on-line.Available from: https://doi.org/10.1016/j.tust.2019.102995
    • Vancouver

      Farahani BV, Barros F, Sousa PJSCP, Cacciari PP, Tavares PJ, Futai MM, Moreira PMGP. A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel [Internet]. Tunnelling and Underground Space Technology. 2019 ; 91 Article 102995 com 13 on-line.Available from: https://doi.org/10.1016/j.tust.2019.102995
  • Unidade: EP

    Subjects: GEOSSINTÉTICOS, PAREDES, MUDANÇA CLIMÁTICA

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      ALBINO, Uilian da Rocha; FUTAI, Marcos Massao. The climatic effects on infiltration and stability of geotextile reinforced walls. 2018.Universidade de São Paulo, São Paulo, 2018. Disponível em: < http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/pt-br.php >.
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      Albino, U. da R., & Futai, M. M. (2018). The climatic effects on infiltration and stability of geotextile reinforced walls. Universidade de São Paulo, São Paulo. Recuperado de http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/pt-br.php
    • NLM

      Albino U da R, Futai MM. The climatic effects on infiltration and stability of geotextile reinforced walls [Internet]. 2018 ;Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/pt-br.php
    • Vancouver

      Albino U da R, Futai MM. The climatic effects on infiltration and stability of geotextile reinforced walls [Internet]. 2018 ;Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-11122018-142546/pt-br.php
  • Source: Anais. Conference titles: Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica - COBRAMSEG. Unidades: EESC, EP

    Subjects: BARRAGENS, MÉTODO DE MONTE CARLO, ESTRUTURAS, ESTRUTURAS

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      TORRICO SIACARA, Adrian; BECK, André Teófilo; FUTAI, Marcos Massao. Confiabilidade estrutural de uma barragem de terra antiga. Anais.. São Paulo, SP: ABMS, 2018.
    • APA

      Torrico Siacara, A., Beck, A. T., & Futai, M. M. (2018). Confiabilidade estrutural de uma barragem de terra antiga. In Anais. São Paulo, SP: ABMS.
    • NLM

      Torrico Siacara A, Beck AT, Futai MM. Confiabilidade estrutural de uma barragem de terra antiga. Anais. 2018 ;
    • Vancouver

      Torrico Siacara A, Beck AT, Futai MM. Confiabilidade estrutural de uma barragem de terra antiga. Anais. 2018 ;
  • Source: Geosynthetics International. Conference titles: Conferência Panamericana de Geossintéticos - GeoAmericas. Unidade: EP

    Subjects: GEOSSINTÉTICOS, SOLO TROPICAL, MUROS, FLUÊNCIA

    Acesso à fonteDOIHow to cite
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    • ABNT

      PLÁCIDO, Rafael Ribeiro; FUTAI, Marcos Massao; PORTELINHA, Fernando Henrique Martins. Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls. Geosynthetics International[S.l: s.n.], 2018.Disponível em: DOI: 10.1680/jgein.18.00003.
    • APA

      Plácido, R. R., Futai, M. M., & Portelinha, F. H. M. (2018). Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls. Geosynthetics International. London, UK. doi:10.1680/jgein.18.00003
    • NLM

      Plácido RR, Futai MM, Portelinha FHM. Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls [Internet]. Geosynthetics International. 2018 ; 25( 2): 215-229.Available from: https://doi.org/10.1680/jgein.18.00003
    • Vancouver

      Plácido RR, Futai MM, Portelinha FHM. Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls [Internet]. Geosynthetics International. 2018 ; 25( 2): 215-229.Available from: https://doi.org/10.1680/jgein.18.00003
  • Source: Proceedings. Conference titles: International DAM World Conference. Unidades: EP, EESC

    Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      PIRES, Kironi Oliveira; FUTAI, Marcos Massao; BITTENCOURT, Túlio Nogueira; BECK, André Teófilo. Sliding stability analysis of concrete dams based on reliability. Anais.. Lisboa, Portugal: LNEC, 2018.
    • APA

      Pires, K. O., Futai, M. M., Bittencourt, T. N., & Beck, A. T. (2018). Sliding stability analysis of concrete dams based on reliability. In Proceedings. Lisboa, Portugal: LNEC.
    • NLM

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;
    • Vancouver

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;

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