Filtros : "Schiavon, José Antonio" Limpar

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  • Source: Acta Geotechnica. Unidade: EESC

    Subjects: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA

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      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: 01 maio 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 maio 01 ] 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 maio 01 ] Available from: https://doi.org/10.1007/s11440-022-01713-3
  • Unidade: EESC

    Subjects: ESTACAS, FUNDAÇÕES POR ESTACAS, AREIA

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      ANNICCHINI, Matheus Morato. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia. 2020. Dissertação (Mestrado) – Universidade de São Paulo, São Carlos, 2020. Disponível em: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/. Acesso em: 01 maio 2024.
    • APA

      Annicchini, M. M. (2020). Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia (Dissertação (Mestrado). Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
    • NLM

      Annicchini MM. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia [Internet]. 2020 ;[citado 2024 maio 01 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
    • Vancouver

      Annicchini MM. Efeito da taxa de avanço de instalação no comportamento de fundações por estacas helicoidais em areia [Internet]. 2020 ;[citado 2024 maio 01 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18132/tde-05042022-100408/
  • Source: Proceedings. Conference titles: International Symposium on Frontiers in Offshore Geotechnics - ISFOG. Unidade: EESC

    Subjects: ESTACAS, ANCORAGEM, GEOTECNIA

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    • ABNT

      THOREL, Luc et al. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests. 2020, Anais.. London, United Kingdom: SIMSG, 2020. Disponível em: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf. Acesso em: 01 maio 2024.
    • APA

      Thorel, L., El Haffar, I., Maatouk, S., Schiavon, J. A., & Tsuha, C. de H. C. (2020). Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests. In Proceedings. London, United Kingdom: SIMSG. Recuperado de https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf
    • NLM

      Thorel L, El Haffar I, Maatouk S, Schiavon JA, Tsuha C de HC. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests [Internet]. Proceedings. 2020 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf
    • Vancouver

      Thorel L, El Haffar I, Maatouk S, Schiavon JA, Tsuha C de HC. Cyclic loading of helical pile as anchor for floating windturbines: centrifuge tests [Internet]. Proceedings. 2020 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/ed5eb0b7-2f53-4c28-b41c-03610c5f673a/trabalho%2006%20-%20CYCLIC%20LOADING%20OF%20HELICAL%20PILE%20AS%20ANCHOR%20FOR%20FLOATING%28..%29%20%28Fourth%20International%20Symposium%20on%20Frontiers%20in%20Offshore%20Geotechnics%2C%20ISFOG%202020%29.pdf
  • Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - ECPMG. Unidade: EESC

    Subjects: ESTACAS, AREIA, PERFURAÇÃO, GEOTECNIA

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Study on the installation effect of helical piles in very dense sand. 2020, Anais.. Lulea, Sweden: Lulea University of Technology, 2020. Disponível em: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf. Acesso em: 01 maio 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2020). Study on the installation effect of helical piles in very dense sand. In Proceedings. Lulea, Sweden: Lulea University of Technology. Recuperado de https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand [Internet]. Proceedings. 2020 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Study on the installation effect of helical piles in very dense sand [Internet]. Proceedings. 2020 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/bf891d02-8e0b-4c59-ad41-c4a6bec66104/trabalho%2002%20-%20Study%20on%20the%20installation%20effect%20of%20helical%20piles%20in%20very%20dense%20sand%20%284th%20European%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20-%20ECPMG%202020%29.pdf
  • Source: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: ANCORAGEM, AREIA, GEOTECNIA

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Tradução . London, United Kingdom: ISSMGE, 2019. . Disponível em: https://doi.org/10.3233/STAL190076. Acesso em: 01 maio 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2019). Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE. doi:10.3233/STAL190076
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 maio 01 ] Available from: https://doi.org/10.3233/STAL190076
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Behavior of a single-helix anchor in sand subjected to cyclic loading: centrifuge modeling [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 maio 01 ] Available from: https://doi.org/10.3233/STAL190076
  • Source: International Journal of Physical Modelling in Geotechnics. Unidade: EESC

    Subjects: FUNDAÇÕES (ENGENHARIA), ANCORAGEM, GEOTECNIA

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      SCHIAVON, José Antonio et al. Centrifuge modelling of a helical anchor under different cyclic loading conditions in sand. International Journal of Physical Modelling in Geotechnics, v. 19, n. 2, p. 72-88, 2019Tradução . . Disponível em: https://doi.org/10.1680/jphmg.17.00054. Acesso em: 01 maio 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., Neel, A., & Thorel, L. (2019). Centrifuge modelling of a helical anchor under different cyclic loading conditions in sand. International Journal of Physical Modelling in Geotechnics, 19( 2), 72-88. doi:10.1680/jphmg.17.00054
    • NLM

      Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Centrifuge modelling of a helical anchor under different cyclic loading conditions in sand [Internet]. International Journal of Physical Modelling in Geotechnics. 2019 ; 19( 2): 72-88.[citado 2024 maio 01 ] Available from: https://doi.org/10.1680/jphmg.17.00054
    • Vancouver

      Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Centrifuge modelling of a helical anchor under different cyclic loading conditions in sand [Internet]. International Journal of Physical Modelling in Geotechnics. 2019 ; 19( 2): 72-88.[citado 2024 maio 01 ] Available from: https://doi.org/10.1680/jphmg.17.00054
  • Source: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: ANCORAGEM, AREIA, GEOTECNIA

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      TSUHA, Cristina de Hollanda Cavalcanti e SCHIAVON, José Antonio e THOREL, Luc. Evaluation of the breakout factor for helical anchors in sand by centrifuge testing. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Tradução . London, United Kingdom: ISSMGE, 2019. . Disponível em: https://doi.org/10.3233/STAL190128. Acesso em: 01 maio 2024.
    • APA

      Tsuha, C. de H. C., Schiavon, J. A., & Thorel, L. (2019). Evaluation of the breakout factor for helical anchors in sand by centrifuge testing. In Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE. doi:10.3233/STAL190128
    • NLM

      Tsuha C de HC, Schiavon JA, Thorel L. Evaluation of the breakout factor for helical anchors in sand by centrifuge testing [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 maio 01 ] Available from: https://doi.org/10.3233/STAL190128
    • Vancouver

      Tsuha C de HC, Schiavon JA, Thorel L. Evaluation of the breakout factor for helical anchors in sand by centrifuge testing [Internet]. In: Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. London, United Kingdom: ISSMGE; 2019. [citado 2024 maio 01 ] Available from: https://doi.org/10.3233/STAL190128
  • Source: Journal of Rock Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: SOLO RESIDUAL, ANCORAGEM, GEOTECNIA

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Monotonic, cyclic and post-cyclic performances of single-helix anchor in residual soil of sandstone. Journal of Rock Mechanics and Geotechnical Engineering, v. 11, p. 824-836, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.jrmge.2018.12.012. Acesso em: 01 maio 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2019). Monotonic, cyclic and post-cyclic performances of single-helix anchor in residual soil of sandstone. Journal of Rock Mechanics and Geotechnical Engineering, 11, 824-836. doi:10.1016/j.jrmge.2018.12.012
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Monotonic, cyclic and post-cyclic performances of single-helix anchor in residual soil of sandstone [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2019 ; 11 824-836.[citado 2024 maio 01 ] Available from: https://doi.org/10.1016/j.jrmge.2018.12.012
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Monotonic, cyclic and post-cyclic performances of single-helix anchor in residual soil of sandstone [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2019 ; 11 824-836.[citado 2024 maio 01 ] Available from: https://doi.org/10.1016/j.jrmge.2018.12.012
  • Source: Journal of Geotechnical and Geoenvironmental Engineering. Unidade: EESC

    Subjects: FUNDAÇÕES (ENGENHARIA), SOLO LATERÍTICO, GEOTECNIA

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      PEREIRA, Mara Sarro et al. Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns. Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 9, p. 1-14, 2019Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002093. Acesso em: 01 maio 2024.
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      Pereira, M. S., Tsuha, C. de H. C., Vilar, O. M., Schiavon, J. A., Tibana, S., Saboya Junior, F., & Dias, D. (2019). Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns. Journal of Geotechnical and Geoenvironmental Engineering, 145( 9), 1-14. doi:10.1061/(ASCE)GT.1943-5606.0002093
    • NLM

      Pereira MS, Tsuha C de HC, Vilar OM, Schiavon JA, Tibana S, Saboya Junior F, Dias D. Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2019 ; 145( 9): 1-14.[citado 2024 maio 01 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002093
    • Vancouver

      Pereira MS, Tsuha C de HC, Vilar OM, Schiavon JA, Tibana S, Saboya Junior F, Dias D. Performance evaluation of a collapsible soil reinforced with compacted lateritic soil columns [Internet]. Journal of Geotechnical and Geoenvironmental Engineering. 2019 ; 145( 9): 1-14.[citado 2024 maio 01 ] Available from: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002093
  • Source: CPMG2018 - Physical Modelling in Geotechnics. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG2018). Conference titles: International Conference on Physical Modelling in Geotechnics - ICPMG2018. Unidade: EESC

    Subjects: ANCORAGEM, FUNDAÇÕES (ENGENHARIA), GEOTECNIA

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, Luc. Centrifuge investigation of the cyclic loading effect on the post-cyclic monotonic performance of a single-helix anchor in sand. CPMG2018 - Physical Modelling in Geotechnics. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG2018). Tradução . London, United Kingdom: Taylor & Francis, 2018. . Disponível em: https://repositorio.usp.br/directbitstream/c243e157-5091-4ae3-9dbe-4f5b8376d505/trabalho%2012%20-%20%20Centrifuge%20investigation%20of%20the%20cyclic%20loading%20effect%20on%20the%20post-cyclic%20monotonic%28..%29%20%289th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%202018%29.pdf. Acesso em: 01 maio 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2018). Centrifuge investigation of the cyclic loading effect on the post-cyclic monotonic performance of a single-helix anchor in sand. In CPMG2018 - Physical Modelling in Geotechnics. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG2018). London, United Kingdom: Taylor & Francis. Recuperado de https://repositorio.usp.br/directbitstream/c243e157-5091-4ae3-9dbe-4f5b8376d505/trabalho%2012%20-%20%20Centrifuge%20investigation%20of%20the%20cyclic%20loading%20effect%20on%20the%20post-cyclic%20monotonic%28..%29%20%289th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%202018%29.pdf
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Centrifuge investigation of the cyclic loading effect on the post-cyclic monotonic performance of a single-helix anchor in sand [Internet]. In: CPMG2018 - Physical Modelling in Geotechnics. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG2018). London, United Kingdom: Taylor & Francis; 2018. [citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/c243e157-5091-4ae3-9dbe-4f5b8376d505/trabalho%2012%20-%20%20Centrifuge%20investigation%20of%20the%20cyclic%20loading%20effect%20on%20the%20post-cyclic%20monotonic%28..%29%20%289th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%202018%29.pdf
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Centrifuge investigation of the cyclic loading effect on the post-cyclic monotonic performance of a single-helix anchor in sand [Internet]. In: CPMG2018 - Physical Modelling in Geotechnics. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG2018). London, United Kingdom: Taylor & Francis; 2018. [citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/c243e157-5091-4ae3-9dbe-4f5b8376d505/trabalho%2012%20-%20%20Centrifuge%20investigation%20of%20the%20cyclic%20loading%20effect%20on%20the%20post-cyclic%20monotonic%28..%29%20%289th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%202018%29.pdf
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: ANCORAGEM, AREIA, GEOTECNIA

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      AGUDELO PÉREZ, Zorany et al. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, v. 55, n. 8, p. 1067-1080, 2018Tradução . . Disponível em: https://doi.org/10.1139/cgj-2017-0137. Acesso em: 01 maio 2024.
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      Agudelo Pérez, Z., Schiavon, J. A., Tsuha, C. de H. C., Dias, D., & Thorel, L. (2018). Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, 55( 8), 1067-1080. doi:10.1139/cgj-2017-0137
    • NLM

      Agudelo Pérez Z, Schiavon JA, Tsuha C de HC, Dias D, Thorel L. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand [Internet]. Canadian Geotechnical Journal. 2018 ; 55( 8): 1067-1080.[citado 2024 maio 01 ] Available from: https://doi.org/10.1139/cgj-2017-0137
    • Vancouver

      Agudelo Pérez Z, Schiavon JA, Tsuha C de HC, Dias D, Thorel L. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand [Internet]. Canadian Geotechnical Journal. 2018 ; 55( 8): 1067-1080.[citado 2024 maio 01 ] Available from: https://doi.org/10.1139/cgj-2017-0137
  • Source: Geotechnique Letters. Unidade: EESC

    Subjects: ANCORAGEM, GEOTECNIA

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, L. Cyclic and post-cyclic monotonic response of a single-helix anchor in sand. Geotechnique Letters, v. 7, p. 11-17, 2017Tradução . . Disponível em: https://doi.org/10.1680/jgele.16.00100. Acesso em: 01 maio 2024.
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      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2017). Cyclic and post-cyclic monotonic response of a single-helix anchor in sand. Geotechnique Letters, 7, 11-17. doi:10.1680/jgele.16.00100
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Cyclic and post-cyclic monotonic response of a single-helix anchor in sand [Internet]. Geotechnique Letters. 2017 ; 7 11-17.[citado 2024 maio 01 ] Available from: https://doi.org/10.1680/jgele.16.00100
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Cyclic and post-cyclic monotonic response of a single-helix anchor in sand [Internet]. Geotechnique Letters. 2017 ; 7 11-17.[citado 2024 maio 01 ] Available from: https://doi.org/10.1680/jgele.16.00100
  • Source: International Journal of Physical Modelling in Geotechnics. Unidade: EESC

    Subjects: ANCORAGEM, GEOTECNIA

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e THOREL, L. Scale effect in centrifuge tests of helical anchors in sand. International Journal of Physical Modelling in Geotechnics, v. 4, p. 185-196, 2016Tradução . . Disponível em: https://doi.org/10.1680/jphmg.15.00047. Acesso em: 01 maio 2024.
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      Schiavon, J. A., Tsuha, C. de H. C., & Thorel, L. (2016). Scale effect in centrifuge tests of helical anchors in sand. International Journal of Physical Modelling in Geotechnics, 4, 185-196. doi:10.1680/jphmg.15.00047
    • NLM

      Schiavon JA, Tsuha C de HC, Thorel L. Scale effect in centrifuge tests of helical anchors in sand [Internet]. International Journal of Physical Modelling in Geotechnics. 2016 ; 4 185-196.[citado 2024 maio 01 ] Available from: https://doi.org/10.1680/jphmg.15.00047
    • Vancouver

      Schiavon JA, Tsuha C de HC, Thorel L. Scale effect in centrifuge tests of helical anchors in sand [Internet]. International Journal of Physical Modelling in Geotechnics. 2016 ; 4 185-196.[citado 2024 maio 01 ] Available from: https://doi.org/10.1680/jphmg.15.00047
  • Source: Proceedings. Conference titles: European Conference on Physical Modelling in Geotechnics - EUROFUGE. Unidade: EESC

    Subjects: GEOTECNIA, CARREGAMENTO CÍCLICO, ANCORAGEM

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      SCHIAVON, José Antonio et al. Physical modelling of a single-helix anchor in sand under cyclic loading. 2016, Anais.. Nantes, France: IFSTTAR, 2016. Disponível em: https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf. Acesso em: 01 maio 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., Neel, A., & Thorel, L. (2016). Physical modelling of a single-helix anchor in sand under cyclic loading. In Proceedings. Nantes, France: IFSTTAR. Recuperado de https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf
    • NLM

      Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Physical modelling of a single-helix anchor in sand under cyclic loading [Internet]. Proceedings. 2016 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf
    • Vancouver

      Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Physical modelling of a single-helix anchor in sand under cyclic loading [Internet]. Proceedings. 2016 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/7ee59307-7d10-40a8-a8f5-56435da17c46/041-Schiavonetal_removed.pdf
  • Source: Anais do COBRAMSEG 2016. Conference titles: Simpósio Brasileiro de Mecânica das Rochas. Unidade: EESC

    Subjects: GEOTECNIA, MODELOS MATEMÁTICOS, ANCORAGEM

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    • ABNT

      SCHIAVON, José Antonio et al. Modelagem em centrífuga de ancoragem helicoidal de uma hélice subetida a carregamentos cíclicos de tração. 2016, Anais.. São Paulo, SP: ABMS, 2016. Disponível em: https://repositorio.usp.br/directbitstream/b343a8aa-827f-4baa-aa72-2c4bdece8427/Modelagem%20em%20Centr%C3%ADfuga%20de%20Ancoragem%20Helicoidal%20de%20Uma%20H%C3%A9lice%20Submetida%20a%20Carregamentos%20C%C3%ADclicos%20de%20Tra%C3%A7%C3%A3o%20-%20PDF%20Free%20Download.pdf. Acesso em: 01 maio 2024.
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      Schiavon, J. A., Tsuha, C. de H. C., Neel, A., & Thorel, L. (2016). Modelagem em centrífuga de ancoragem helicoidal de uma hélice subetida a carregamentos cíclicos de tração. In Anais do COBRAMSEG 2016. São Paulo, SP: ABMS. Recuperado de https://repositorio.usp.br/directbitstream/b343a8aa-827f-4baa-aa72-2c4bdece8427/Modelagem%20em%20Centr%C3%ADfuga%20de%20Ancoragem%20Helicoidal%20de%20Uma%20H%C3%A9lice%20Submetida%20a%20Carregamentos%20C%C3%ADclicos%20de%20Tra%C3%A7%C3%A3o%20-%20PDF%20Free%20Download.pdf
    • NLM

      Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Modelagem em centrífuga de ancoragem helicoidal de uma hélice subetida a carregamentos cíclicos de tração [Internet]. Anais do COBRAMSEG 2016. 2016 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/b343a8aa-827f-4baa-aa72-2c4bdece8427/Modelagem%20em%20Centr%C3%ADfuga%20de%20Ancoragem%20Helicoidal%20de%20Uma%20H%C3%A9lice%20Submetida%20a%20Carregamentos%20C%C3%ADclicos%20de%20Tra%C3%A7%C3%A3o%20-%20PDF%20Free%20Download.pdf
    • Vancouver

      Schiavon JA, Tsuha C de HC, Neel A, Thorel L. Modelagem em centrífuga de ancoragem helicoidal de uma hélice subetida a carregamentos cíclicos de tração [Internet]. Anais do COBRAMSEG 2016. 2016 ;[citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/b343a8aa-827f-4baa-aa72-2c4bdece8427/Modelagem%20em%20Centr%C3%ADfuga%20de%20Ancoragem%20Helicoidal%20de%20Uma%20H%C3%A9lice%20Submetida%20a%20Carregamentos%20C%C3%ADclicos%20de%20Tra%C3%A7%C3%A3o%20-%20PDF%20Free%20Download.pdf
  • Unidade: EESC

    Subjects: SOLO RESIDUAL, FUNDAÇÕES (ENGENHARIA), CARREGAMENTO CÍCLICO

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      SCHIAVON, José Antonio. Behaviour of helical anchors subjected to cyclic loadings. 2016. Tese (Doutorado) – Universidade de São Paulo, São Carlos, 2016. Disponível em: https://teses.usp.br/teses/disponiveis/18/18132/tde-10072017-090437/. Acesso em: 01 maio 2024.
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      Schiavon, J. A. (2016). Behaviour of helical anchors subjected to cyclic loadings (Tese (Doutorado). Universidade de São Paulo, São Carlos. Recuperado de https://teses.usp.br/teses/disponiveis/18/18132/tde-10072017-090437/
    • NLM

      Schiavon JA. Behaviour of helical anchors subjected to cyclic loadings [Internet]. 2016 ;[citado 2024 maio 01 ] Available from: https://teses.usp.br/teses/disponiveis/18/18132/tde-10072017-090437/
    • Vancouver

      Schiavon JA. Behaviour of helical anchors subjected to cyclic loadings [Internet]. 2016 ;[citado 2024 maio 01 ] Available from: https://teses.usp.br/teses/disponiveis/18/18132/tde-10072017-090437/
  • Source: Geotechnical Testing Journal. Unidade: EESC

    Subjects: FUNDAÇÕES (ENGENHARIA), GEOTECNIA

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      FERREIRA, Marlon Queiroz et al. Determination of SPT end bearing and side friction resistances using static uplift tests. Geotechnical Testing Journal, v. No 2016, n. 6, p. 1040-1047, 2016Tradução . . Disponível em: https://doi.org/10.1520/GTJ20160025. Acesso em: 01 maio 2024.
    • APA

      Ferreira, M. Q., Tsuha, C. de H. C., Schiavon, J. A., & Aoki, N. (2016). Determination of SPT end bearing and side friction resistances using static uplift tests. Geotechnical Testing Journal, No 2016( 6), 1040-1047. doi:10.1520/GTJ20160025
    • NLM

      Ferreira MQ, Tsuha C de HC, Schiavon JA, Aoki N. Determination of SPT end bearing and side friction resistances using static uplift tests [Internet]. Geotechnical Testing Journal. 2016 ; No 2016( 6): 1040-1047.[citado 2024 maio 01 ] Available from: https://doi.org/10.1520/GTJ20160025
    • Vancouver

      Ferreira MQ, Tsuha C de HC, Schiavon JA, Aoki N. Determination of SPT end bearing and side friction resistances using static uplift tests [Internet]. Geotechnical Testing Journal. 2016 ; No 2016( 6): 1040-1047.[citado 2024 maio 01 ] Available from: https://doi.org/10.1520/GTJ20160025
  • 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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      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: 01 maio 2024.
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      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 maio 01 ] 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 maio 01 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-1851
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: ESTACAS HÉLICE CONTÍNUA E ÔMEGA, FUNDAÇÕES POR ESTACAS

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      ZAPATA MOSQUERA, Zorany Suley et al. Discussion of "Field investigation of the axial resistance of helical piles in dense sand". Canadian Geotechnical Journal, v. 52, n. 8, p. 1190-1194, 2015Tradução . . Disponível em: https://doi.org/10.1139/cgj-2015-0212. Acesso em: 01 maio 2024.
    • APA

      Zapata Mosquera, Z. S., Tsuha, C. de H. C., Schiavon, J. A., & Thorel, L. (2015). Discussion of "Field investigation of the axial resistance of helical piles in dense sand". Canadian Geotechnical Journal, 52( 8), 1190-1194. doi:10.1139/cgj-2015-0212
    • NLM

      Zapata Mosquera ZS, Tsuha C de HC, Schiavon JA, Thorel L. Discussion of "Field investigation of the axial resistance of helical piles in dense sand" [Internet]. Canadian Geotechnical Journal. 2015 ; 52( 8): 1190-1194.[citado 2024 maio 01 ] Available from: https://doi.org/10.1139/cgj-2015-0212
    • Vancouver

      Zapata Mosquera ZS, Tsuha C de HC, Schiavon JA, Thorel L. Discussion of "Field investigation of the axial resistance of helical piles in dense sand" [Internet]. Canadian Geotechnical Journal. 2015 ; 52( 8): 1190-1194.[citado 2024 maio 01 ] Available from: https://doi.org/10.1139/cgj-2015-0212
  • Source: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). Conference titles: International Conference on Physical Modelling in Geotechnics - ICPMG2014. Unidade: EESC

    Subjects: GEOTECNIA, FUNDAÇÕES POR ESTACAS, TENSÃO ESTRUTURAL

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      SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti e ESQUIVEL, Edmundo Rogério. Experimental stress analysis in helical pile foundations by the photoelastic method. CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). Tradução . London, United Kingdom: Taylor & Francis, 2014. . Disponível em: https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf. Acesso em: 01 maio 2024.
    • APA

      Schiavon, J. A., Tsuha, C. de H. C., & Esquivel, E. R. (2014). Experimental stress analysis in helical pile foundations by the photoelastic method. In CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis. Recuperado de https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf
    • NLM

      Schiavon JA, Tsuha C de HC, Esquivel ER. Experimental stress analysis in helical pile foundations by the photoelastic method [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf
    • Vancouver

      Schiavon JA, Tsuha C de HC, Esquivel ER. Experimental stress analysis in helical pile foundations by the photoelastic method [Internet]. In: CPMG2014 - Physical Modelling in Geotechnics. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014). London, United Kingdom: Taylor & Francis; 2014. [citado 2024 maio 01 ] Available from: https://repositorio.usp.br/directbitstream/f88067b6-19bc-46a7-83a9-2c640f09aefe/Schiavonetal-HelicalAnchors_rev%20%281%29_removed.pdf

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