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  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO RESIDUAL, ESTACAS, GEOTECNIA

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    • ABNT

      SANTOS FILHO, João Manoel Sampaio Mathias dos; TSUHA, Cristina de Hollanda Cavalcanti. Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, Ottawa, ON, v. 57, n. 9, p. 1-48, 2020. Disponível em: < http://dx.doi.org/10.1139/cgj-2019-0317 > DOI: 10.1139/cgj-2019-0317.
    • APA

      Santos Filho, J. M. S. M. dos, & Tsuha, C. de H. C. (2020). Uplift performance of helical piles with cement injection in residual soils. Canadian Geotechnical Journal, 57( 9), 1-48. doi:10.1139/cgj-2019-0317
    • NLM

      Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.Available from: http://dx.doi.org/10.1139/cgj-2019-0317
    • Vancouver

      Santos Filho JMSM dos, Tsuha C de HC. Uplift performance of helical piles with cement injection in residual soils [Internet]. Canadian Geotechnical Journal. 2020 ; 57( 9): 1-48.Available from: http://dx.doi.org/10.1139/cgj-2019-0317
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: ANCORAGEM, AREIA, GEOTECNIA

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    • ABNT

      AGUDELO PÉREZ, Zorany; SCHIAVON, José Antonio; TSUHA, Cristina de Hollanda Cavalcanti; DIAS, Daniel; THOREL, Luc. Numerical and experimental study on influence of installation effects on behaviour of helical anchors in very dense sand. Canadian Geotechnical Journal, Ottawa, ON, v. 55, n. 8, p. 1067-1080, 2018. Disponível em: < http://dx.doi.org/10.1139/cgj-2017-0137 > DOI: 10.1139/cgj-2017-0137.
    • APA

      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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1139/cgj-2017-0137
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO RESIDUAL, FUNDAÇÕES POR ESTACAS

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    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti; SANTOS FILHO, João Manoel Sampaio Mathias dos; SANTOS, Thiago da Costa. Helical piles in unsaturated structured soil: a case study. Canadian Geotechnical Journal, Ottawa, ON, v. 53, n. Ja 2016, p. 103-117, 2016. Disponível em: < http://dx.doi.org/10.1139/cgj-2015-0017 > DOI: 10.1139/cgj-2015-0017.
    • APA

      Tsuha, C. de H. C., Santos Filho, J. M. S. M. dos, & Santos, T. da C. (2016). Helical piles in unsaturated structured soil: a case study. Canadian Geotechnical Journal, 53( Ja 2016), 103-117. doi:10.1139/cgj-2015-0017
    • NLM

      Tsuha C de HC, Santos Filho JMSM dos, Santos T da C. Helical piles in unsaturated structured soil: a case study [Internet]. Canadian Geotechnical Journal. 2016 ; 53( Ja 2016): 103-117.Available from: http://dx.doi.org/10.1139/cgj-2015-0017
    • Vancouver

      Tsuha C de HC, Santos Filho JMSM dos, Santos T da C. Helical piles in unsaturated structured soil: a case study [Internet]. Canadian Geotechnical Journal. 2016 ; 53( Ja 2016): 103-117.Available from: http://dx.doi.org/10.1139/cgj-2015-0017
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: ESTACAS HÉLICE CONTÍNUA E ÔMEGA, FUNDAÇÕES POR ESTACAS

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    • ABNT

      ZAPATA MOSQUERA, Zorany Suley; TSUHA, Cristina de Hollanda Cavalcanti; SCHIAVON, José Antonio; THOREL, Luc. Discussion of "Field investigation of the axial resistance of helical piles in dense sand". Canadian Geotechnical Journal, Ottawa, ON, v. 52, n. 8, p. 1190-1194, 2015. Disponível em: < http://dx.doi.org/10.1139/cgj-2015-0212 > DOI: 10.1139/cgj-2015-0212.
    • 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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1139/cgj-2015-0212
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: AREIA, ÂNCORAS

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    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti; AOKI, Nelson; RAULT, Gérard; THOREL, Luc; GARNIER, Jacques. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests. Canadian Geotechnical Journal, Ottawa, v. 49, n. 9, p. 1102-1114, 2012. Disponível em: < http://dx.doi.org/10.1139/T2012-064 > DOI: 10.1139/T2012-064.
    • APA

      Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2012). Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests. Canadian Geotechnical Journal, 49( 9), 1102-1114. doi:10.1139/T2012-064
    • NLM

      Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests [Internet]. Canadian Geotechnical Journal. 2012 ; 49( 9): 1102-1114.Available from: http://dx.doi.org/10.1139/T2012-064
    • Vancouver

      Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests [Internet]. Canadian Geotechnical Journal. 2012 ; 49( 9): 1102-1114.Available from: http://dx.doi.org/10.1139/T2012-064
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO NÃO SATURADO, ENSAIOS DOS SOLOS

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    • ABNT

      VILAR, Orencio Monje; RODRIGUES, Roger Augusto. Collapse behavior of soil in a Brazilian region affected by a rising water table. Canadian Geotechnical Journal, Ottawa, v. 48, n. 2, p. 226-233, 2011. Disponível em: < http://dx.doi.org/10.1139/T10-065 > DOI: 10.1139/T10-065.
    • APA

      Vilar, O. M., & Rodrigues, R. A. (2011). Collapse behavior of soil in a Brazilian region affected by a rising water table. Canadian Geotechnical Journal, 48( 2), 226-233. doi:10.1139/T10-065
    • NLM

      Vilar OM, Rodrigues RA. Collapse behavior of soil in a Brazilian region affected by a rising water table [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 226-233.Available from: http://dx.doi.org/10.1139/T10-065
    • Vancouver

      Vilar OM, Rodrigues RA. Collapse behavior of soil in a Brazilian region affected by a rising water table [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 226-233.Available from: http://dx.doi.org/10.1139/T10-065
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: FUNDAÇÕES OFFSHORE, FUNDAÇÕES PROFUNDAS, AREIA

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    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti; AOKI, Nelson. Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, Ottawa, v. 47, n. 6, p. 635-647, 2010. Disponível em: < http://dx.doi.org/10.1139/T09-128 > DOI: 10.1139/T09-128.
    • APA

      Tsuha, C. de H. C., & Aoki, N. (2010). Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, 47( 6), 635-647. doi:10.1139/T09-128
    • NLM

      Tsuha C de HC, Aoki N. Relationship between installation torque and uplift capacity of deep helical piles in sand [Internet]. Canadian Geotechnical Journal. 2010 ; 47( 6): 635-647.Available from: http://dx.doi.org/10.1139/T09-128
    • Vancouver

      Tsuha C de HC, Aoki N. Relationship between installation torque and uplift capacity of deep helical piles in sand [Internet]. Canadian Geotechnical Journal. 2010 ; 47( 6): 635-647.Available from: http://dx.doi.org/10.1139/T09-128
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO TROPICAL, ÁGUA DO SOLO

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    • ABNT

      MIGUEL, Miriam Gonçalves; VILAR, Orencio Monje. Study of water retention properties of a tropical soil. Canadian Geotechnical Journal, Ottawa, v. 46, n. 9, p. 1084-1092, 2009. Disponível em: < http://dx.doi.org/10.1139/T09-039 > DOI: 10.1139/T09-039.
    • APA

      Miguel, M. G., & Vilar, O. M. (2009). Study of water retention properties of a tropical soil. Canadian Geotechnical Journal, 46( 9), 1084-1092. doi:10.1139/T09-039
    • NLM

      Miguel MG, Vilar OM. Study of water retention properties of a tropical soil [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 9): 1084-1092.Available from: http://dx.doi.org/10.1139/T09-039
    • Vancouver

      Miguel MG, Vilar OM. Study of water retention properties of a tropical soil [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 9): 1084-1092.Available from: http://dx.doi.org/10.1139/T09-039
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: TÚNEIS, TENSÃO DOS MATERIAIS

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    • ABNT

      GOMES, Ricardo Adriano Martoni Pereira; CELESTINO, Tarcísio Barreto. Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face. Canadian Geotechnical Journal, Ottawa, v. 46, n. 7, p. 855-868, 2009. Disponível em: < http://dx.doi.org/10.1139/T09-016 > DOI: 10.1139/T09-016.
    • APA

      Gomes, R. A. M. P., & Celestino, T. B. (2009). Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face. Canadian Geotechnical Journal, 46( 7), 855-868. doi:10.1139/T09-016
    • NLM

      Gomes RAMP, Celestino TB. Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 7): 855-868.Available from: http://dx.doi.org/10.1139/T09-016
    • Vancouver

      Gomes RAMP, Celestino TB. Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face [Internet]. Canadian Geotechnical Journal. 2009 ; 46( 7): 855-868.Available from: http://dx.doi.org/10.1139/T09-016
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO NÃO SATURADO, ENSAIOS DE CISALHAMENTO

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    • ABNT

      VILAR, Orêncio Monje. A simplified procedure to estimate the shear strength envelope of unsaturated soils. Canadian Geotechnical Journal, Ottawa, v. 43, n. 10, p. 1088-1095, 2006. Disponível em: < http://article.pubs.nrc-cnrc.gc.ca/ppv/RPViewDoc?_handler_=HandleInitialGet&journal=cgj&volume=43&calyLang=eng&articleFile=t06-055.pdf > DOI: 10.1139/t06-055.
    • APA

      Vilar, O. M. (2006). A simplified procedure to estimate the shear strength envelope of unsaturated soils. Canadian Geotechnical Journal, 43( 10), 1088-1095. doi:10.1139/t06-055
    • NLM

      Vilar OM. A simplified procedure to estimate the shear strength envelope of unsaturated soils [Internet]. Canadian Geotechnical Journal. 2006 ; 43( 10): 1088-1095.Available from: http://article.pubs.nrc-cnrc.gc.ca/ppv/RPViewDoc?_handler_=HandleInitialGet&journal=cgj&volume=43&calyLang=eng&articleFile=t06-055.pdf
    • Vancouver

      Vilar OM. A simplified procedure to estimate the shear strength envelope of unsaturated soils [Internet]. Canadian Geotechnical Journal. 2006 ; 43( 10): 1088-1095.Available from: http://article.pubs.nrc-cnrc.gc.ca/ppv/RPViewDoc?_handler_=HandleInitialGet&journal=cgj&volume=43&calyLang=eng&articleFile=t06-055.pdf
  • Source: Canadian Geotechnical Journal. Unidade: EP

    Subject: OBRAS DE TERRA E ENROCAMENTO

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    • ABNT

      ORTIGAO, J A R; KOCHEN, Roberto; FARIAS, M M; ASSIS, A P. Tunneling in brasilia parous clay. Canadian Geotechnical Journal, Ottawa, v. 33, p. 565-73, 1996.
    • APA

      Ortigao, J. A. R., Kochen, R., Farias, M. M., & Assis, A. P. (1996). Tunneling in brasilia parous clay. Canadian Geotechnical Journal, 33, 565-73.
    • NLM

      Ortigao JAR, Kochen R, Farias MM, Assis AP. Tunneling in brasilia parous clay. Canadian Geotechnical Journal. 1996 ;33 565-73.
    • Vancouver

      Ortigao JAR, Kochen R, Farias MM, Assis AP. Tunneling in brasilia parous clay. Canadian Geotechnical Journal. 1996 ;33 565-73.

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