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SILVA, Jefferson Lins da e AOKI, Nelson e FRANCO, Yara Barbosa. Use of the order statistics when predicting pile foundation failure probability. DYNA, v. 84, n. 200, p. 247-252, 2017Tradução . . Disponível em: https://doi.org/10.15446/dyna.v84n200.54867. Acesso em: 03 out. 2024.
APA
Silva, J. L. da, Aoki, N., & Franco, Y. B. (2017). Use of the order statistics when predicting pile foundation failure probability. DYNA, 84( 200), 247-252. doi:10.15446/dyna.v84n200.54867
NLM
Silva JL da, Aoki N, Franco YB. Use of the order statistics when predicting pile foundation failure probability [Internet]. DYNA. 2017 ; 84( 200): 247-252.[citado 2024 out. 03 ] Available from: https://doi.org/10.15446/dyna.v84n200.54867
Vancouver
Silva JL da, Aoki N, Franco YB. Use of the order statistics when predicting pile foundation failure probability [Internet]. DYNA. 2017 ; 84( 200): 247-252.[citado 2024 out. 03 ] Available from: https://doi.org/10.15446/dyna.v84n200.54867
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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: 03 out. 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 out. 03 ] 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 out. 03 ] Available from: https://doi.org/10.1520/GTJ20160025
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BARRETO, Gilmar Wilian e CINTRA, José Carlos Angelo e AOKI, Nelson. Proposal of an energy comparison system in the SPT. Soils and Rocks, v. 37, n. Ja/Mar. 2014, p. 61-71, 2014Tradução . . Disponível em: http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf. Acesso em: 03 out. 2024.
APA
Barreto, G. W., Cintra, J. C. A., & Aoki, N. (2014). Proposal of an energy comparison system in the SPT. Soils and Rocks, 37( Ja/Mar. 2014), 61-71. Recuperado de http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
NLM
Barreto GW, Cintra JCA, Aoki N. Proposal of an energy comparison system in the SPT [Internet]. Soils and Rocks. 2014 ; 37( Ja/Mar. 2014): 61-71.[citado 2024 out. 03 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
Vancouver
Barreto GW, Cintra JCA, Aoki N. Proposal of an energy comparison system in the SPT [Internet]. Soils and Rocks. 2014 ; 37( Ja/Mar. 2014): 61-71.[citado 2024 out. 03 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
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TSUHA, Cristina de Hollanda Cavalcanti et al. Centrifuge modelling of installation effects on helical anchor performance in sand. 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/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf. Acesso em: 03 out. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2014). Centrifuge modelling of installation effects on helical anchor performance in sand. 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/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Centrifuge modelling of installation effects on helical anchor performance in sand [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 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Centrifuge modelling of installation effects on helical anchor performance in sand [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 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/ff402b2f-84d5-4959-8429-a7b48e2e403b/trabalho%2027%20-%20Centrifuge%20modelling%20of%20installation%20effects%20on%20helical%20anchor%20performance%20in%20sand%20%288th%20International%20Conference%20on%20Physical%20Modelling%20in%20Geotechnics%20%28ICPMG%202014%29%29.pdf
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests. Canadian Geotechnical Journal, v. 49, n. 9, p. 1102-1114, 2012Tradução . . Disponível em: https://doi.org/10.1139/T2012-064. Acesso em: 03 out. 2024.
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.[citado 2024 out. 03 ] Available from: https://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.[citado 2024 out. 03 ] Available from: https://doi.org/10.1139/T2012-064
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson e TSUHA, Cristina de Hollanda Cavalcanti. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design. 2012, Anais.. Kanazawa, Japan: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2012. Disponível em: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf. Acesso em: 03 out. 2024.
APA
Aoki, N., & Tsuha, C. de H. C. (2012). Reliability analysis of pile foundations according to the new Brazilian standard for foundations design. In Proceedings. Kanazawa, Japan: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf
NLM
Aoki N, Tsuha C de HC. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design [Internet]. Proceedings. 2012 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf
Vancouver
Aoki N, Tsuha C de HC. Reliability analysis of pile foundations according to the new Brazilian standard for foundations design [Internet]. Proceedings. 2012 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/4655b386-9f22-4fa2-a1e2-33a37ca8bcbb/trabalho%2043%20-%20Reliability%20analysis%20of%20pile%20foundations%20according%20to%20the%20new%20Brazilian%20standard%20for%20foundations%20design%20%289th%20International%20Conference%20on%20Testing%20and%20Design%20Methods%20for%20Deep%20Foundations%2C%202012%29.pdf
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Quality control of helical piles in sand. 2011, Anais.. Canada: Canadian Geotechnical Society, 2011. Disponível em: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf. Acesso em: 03 out. 2024.
APA
Tsuha, C. de H. C., & Aoki, N. (2011). Quality control of helical piles in sand. In Proceedings. Canada: Canadian Geotechnical Society. Recuperado de https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
NLM
Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
Vancouver
Tsuha C de HC, Aoki N. Quality control of helical piles in sand [Internet]. Proceedings. 2011 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/c280dacf-137c-41b6-b4eb-9f822370f31d/trabalho%2049%20-%20Quality%20control%20of%20helical%20piles%20in%20sand%20%2814th%20Pan-American%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnical%20Engineering%202011%29.pdf
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TSUHA, Cristina de Hollanda Cavalcanti et al. Physical modelling of helical screw piles in sand. Physical modelling in geotechniques. Tradução . London: Taylor & Francis Group, 2010. . . Acesso em: 03 out. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2010). Physical modelling of helical screw piles in sand. In Physical modelling in geotechniques. London: Taylor & Francis Group.
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Physical modelling of helical screw piles in sand. In: Physical modelling in geotechniques. London: Taylor & Francis Group; 2010. [citado 2024 out. 03 ]
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Physical modelling of helical screw piles in sand. In: Physical modelling in geotechniques. London: Taylor & Francis Group; 2010. [citado 2024 out. 03 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, v. 47, n. 6, p. 635-647, 2010Tradução . . Disponível em: https://doi.org/10.1139/T09-128. Acesso em: 03 out. 2024.
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.[citado 2024 out. 03 ] Available from: https://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.[citado 2024 out. 03 ] Available from: https://doi.org/10.1139/T09-128
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BALECH, Jean e AOKI, Nelson. Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation. Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. Tradução . São Carlos: EESC-USP, 2009. . . Acesso em: 03 out. 2024.
APA
Balech, J., & Aoki, N. (2009). Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation. In Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP.
NLM
Balech J, Aoki N. Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation. In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
Vancouver
Balech J, Aoki N. Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation. In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
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. Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. Tradução . São Carlos: EESC-USP, 2009. . . Acesso em: 03 out. 2024.
APA
Aoki, N., Esquivel, E. R., Neves, L. F. S., & Cintra, J. C. A. (2009). The impact efficiency obtained from static load test performed on the SPT sampler. In Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP.
NLM
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. The impact efficiency obtained from static load test performed on the SPT sampler. In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
Vancouver
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. The impact efficiency obtained from static load test performed on the SPT sampler. In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson e CINTRA, José Carlos A. The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests. Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. Tradução . São Carlos: EESC-USP, 2009. . . Acesso em: 03 out. 2024.
APA
Aoki, N., & Cintra, J. C. A. (2009). The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests. In Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP.
NLM
Aoki N, Cintra JCA. The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests. In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
Vancouver
Aoki N, Cintra JCA. The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests. In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson. Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy test (DIET). Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. Tradução . São Carlos: EESC-USP, 2009. . . Acesso em: 03 out. 2024.
APA
Aoki, N. (2009). Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy test (DIET). In Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP.
NLM
Aoki N. Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy test (DIET). In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
Vancouver
Aoki N. Keynote lecture: improving the reliability of pile bearing capacity prediction by the dynamic increasing energy test (DIET). In: Engenharia de fundações - passado recente e perspectivas : homenagem ao Prof. Nelson Aoki. São Carlos: EESC-USP; 2009. [citado 2024 out. 03 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MORAES, Luciene Santos de e CINTRA, José Carlos Angelo e AOKI, Nelson. Dynamic plate load tests. Soils and Rocks, v. 30, n. 2, p. 113-122, 2007Tradução . . Acesso em: 03 out. 2024.
APA
Moraes, L. S. de, Cintra, J. C. A., & Aoki, N. (2007). Dynamic plate load tests. Soils and Rocks, 30( 2), 113-122.
NLM
Moraes LS de, Cintra JCA, Aoki N. Dynamic plate load tests. Soils and Rocks. 2007 ; 30( 2): 113-122.[citado 2024 out. 03 ]
Vancouver
Moraes LS de, Cintra JCA, Aoki N. Dynamic plate load tests. Soils and Rocks. 2007 ; 30( 2): 113-122.[citado 2024 out. 03 ]
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: 03 out. 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 out. 03 ] 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 out. 03 ] Available from: https://doi.org/10.3208/sandf.47.1045
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ABNT
VIANNA, Ana Paula Fontana e CINTRA, José Carlos A e AOKI, Nelson. Influence of footing size and matric suction on the behavior of shallow foundations in collapsible soil. Soils & Rocks : an international journal of geotechnical and geoenvironmental engineering, v. 30, n. 3, p. Se/Dec. 2007, 2007Tradução . . Acesso em: 03 out. 2024.
APA
Vianna, A. P. F., Cintra, J. C. A., & Aoki, N. (2007). Influence of footing size and matric suction on the behavior of shallow foundations in collapsible soil. Soils & Rocks : an international journal of geotechnical and geoenvironmental engineering, 30( 3), Se/Dec. 2007.
NLM
Vianna APF, Cintra JCA, Aoki N. Influence of footing size and matric suction on the behavior of shallow foundations in collapsible soil. Soils & Rocks : an international journal of geotechnical and geoenvironmental engineering. 2007 ; 30( 3): Se/Dec. 2007.[citado 2024 out. 03 ]
Vancouver
Vianna APF, Cintra JCA, Aoki N. Influence of footing size and matric suction on the behavior of shallow foundations in collapsible soil. Soils & Rocks : an international journal of geotechnical and geoenvironmental engineering. 2007 ; 30( 3): Se/Dec. 2007.[citado 2024 out. 03 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TSUHA, Cristina de Hollanda Cavalcanti et al. Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics, v. 4, p. 1-12, 2007Tradução . . Acesso em: 03 out. 2024.
APA
Tsuha, C. de H. C., Aoki, N., Rault, G., Thorel, L., & Garnier, J. (2007). Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics, 4, 1-12.
NLM
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics. 2007 ; 4 1-12.[citado 2024 out. 03 ]
Vancouver
Tsuha C de HC, Aoki N, Rault G, Thorel L, Garnier J. Physical modelling of helical pile anchors. International Journal of Physical Modelling in Geotechnics. 2007 ; 4 1-12.[citado 2024 out. 03 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CELESTINO, Tarcísio Barreto et al. Evaluation of tunnel support structure reliability. 2006, Anais.. [London]: Elsevier, 2006. . Acesso em: 03 out. 2024.
APA
Celestino, T. B., Aoki, N., Silva, R. M., Gomes, R. A. M. P., Bortolucci, A. A., & Ferreira, D. A. (2006). Evaluation of tunnel support structure reliability. In Proceedings AITES-ITA. [London]: Elsevier.
NLM
Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability. Proceedings AITES-ITA. 2006 ;[citado 2024 out. 03 ]
Vancouver
Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability. Proceedings AITES-ITA. 2006 ;[citado 2024 out. 03 ]
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CELESTINO, Tarcísio Barreto et al. Evaluation of tunnel support structure reliability. Tunnelling and Underground Space Technology, v. 21, n. 3-4, p. 311, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2005.12.028. Acesso em: 03 out. 2024.
APA
Celestino, T. B., Aoki, N., Silva, R. M., Gomes, R. A. M. P., Bortolucci, A. A., & Ferreira, D. A. (2006). Evaluation of tunnel support structure reliability. Tunnelling and Underground Space Technology, 21( 3-4), 311. doi:10.1016/j.tust.2005.12.028
NLM
Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability [Internet]. Tunnelling and Underground Space Technology. 2006 ; 21( 3-4): 311.[citado 2024 out. 03 ] Available from: https://doi.org/10.1016/j.tust.2005.12.028
Vancouver
Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability [Internet]. Tunnelling and Underground Space Technology. 2006 ; 21( 3-4): 311.[citado 2024 out. 03 ] Available from: https://doi.org/10.1016/j.tust.2005.12.028
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson et al. SPT sampler static penetration resistance in the case of a sandy soil. 2005, Anais.. Amsterdam, Netherlands: IOS Press, 2005. Disponível em: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf. Acesso em: 03 out. 2024.
APA
Aoki, N., Esquivel, E. R., Neves, L. F. S., & Cintra, J. C. A. (2005). SPT sampler static penetration resistance in the case of a sandy soil. In Proceedings. Amsterdam, Netherlands: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
NLM
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
Vancouver
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2024 out. 03 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
; Aoki, Nelson; Franco, Yara Barbosa
