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  • 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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    • ABNT

      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: 22 ago. 2024.
    • APA

      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 ago. 22 ] 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 ago. 22 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-1851
  • Source: Proceedings. Conference titles: International Symposium on Deformation Characteristics of Geomaterials. Unidade: EESC

    Subjects: FUNDAÇÕES (ENGENHARIA), AREIA, GEOTECNIA

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    • ABNT

      TSUHA, Cristina de Hollanda Cavalcanti et al. Advanced laboratory investigation of axial cyclic loading in silica sands. 2015, Anais.. Amsterdam, Netherlands: IOS Press, 2015. Disponível em: https://doi.org/10.3233/978-1-61499-601-9-866. Acesso em: 22 ago. 2024.
    • APA

      Tsuha, C. de H. C., Jardine, R. J., Zhongxuan, Y., Silva, M., & Rimoy, S. (2015). Advanced laboratory investigation of axial cyclic loading in silica sands. In Proceedings. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-601-9-866
    • NLM

      Tsuha C de HC, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Advanced laboratory investigation of axial cyclic loading in silica sands [Internet]. Proceedings. 2015 ;[citado 2024 ago. 22 ] Available from: https://doi.org/10.3233/978-1-61499-601-9-866
    • Vancouver

      Tsuha C de HC, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Advanced laboratory investigation of axial cyclic loading in silica sands [Internet]. Proceedings. 2015 ;[citado 2024 ago. 22 ] Available from: https://doi.org/10.3233/978-1-61499-601-9-866
  • Source: Fundamentals to Applications in Geotechnics. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: GEOTECNIA, ESTACAS, ANCORAGEM, REGRESSÃO LINEAR

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      LUTENEGGER, Alan J. e TSUHA, Cristina de Hollanda Cavalcanti. Evaluating installation disturbance from helical piles and anchors using compression and tension tests. Fundamentals to Applications in Geotechnics. Tradução . Amsterdam, Netherlands: IOS Press, 2015. . Disponível em: https://doi.org/10.3233/978-1-61499-603-3-373. Acesso em: 22 ago. 2024.
    • APA

      Lutenegger, A. J., & Tsuha, C. de H. C. (2015). Evaluating installation disturbance from helical piles and anchors using compression and tension tests. In Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-603-3-373
    • NLM

      Lutenegger AJ, Tsuha C de HC. Evaluating installation disturbance from helical piles and anchors using compression and tension tests [Internet]. In: Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 ago. 22 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-373
    • Vancouver

      Lutenegger AJ, Tsuha C de HC. Evaluating installation disturbance from helical piles and anchors using compression and tension tests [Internet]. In: Fundamentals to Applications in Geotechnics. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 ago. 22 ] Available from: https://doi.org/10.3233/978-1-61499-603-3-373
  • Source: Geotechnical Synergy in Buenos Aires 2015. Conference titles: Pan-American Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: BARRAGENS, GEOTECNIA, ESTRUTURAS DE CONCRETO, ESTRUTURAS

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    • ABNT

      CELESTINO, Tarcísio Barreto e LEYSER, Silvia D. Levis. Probabilistic assessment of uplift pressure under concrete dams. Geotechnical Synergy in Buenos Aires 2015. Tradução . Amsterdam, Netherlands: IOS Press, 2015. . Disponível em: https://doi.org/10.3233/978-1-61499-599-9-393. Acesso em: 22 ago. 2024.
    • APA

      Celestino, T. B., & Leyser, S. D. L. (2015). Probabilistic assessment of uplift pressure under concrete dams. In Geotechnical Synergy in Buenos Aires 2015. Amsterdam, Netherlands: IOS Press. doi:10.3233/978-1-61499-599-9-393
    • NLM

      Celestino TB, Leyser SDL. Probabilistic assessment of uplift pressure under concrete dams [Internet]. In: Geotechnical Synergy in Buenos Aires 2015. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 ago. 22 ] Available from: https://doi.org/10.3233/978-1-61499-599-9-393
    • Vancouver

      Celestino TB, Leyser SDL. Probabilistic assessment of uplift pressure under concrete dams [Internet]. In: Geotechnical Synergy in Buenos Aires 2015. Amsterdam, Netherlands: IOS Press; 2015. [citado 2024 ago. 22 ] Available from: https://doi.org/10.3233/978-1-61499-599-9-393
  • Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: GEOTECNIA, IRRIGAÇÃO, SONDAGEM DOS SOLOS

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      ESQUIVEL, Edmundo Rogério e VAZ, C M P. Development of a new TDR probe for assessing the soil water content at different depths. 2009, Anais.. Amsterdam, Netherlands: IOS Press, 2009. Disponível em: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf. Acesso em: 22 ago. 2024.
    • APA

      Esquivel, E. R., & Vaz, C. M. P. (2009). Development of a new TDR probe for assessing the soil water content at different depths. In Proceedings. Amsterdam, Netherlands: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
    • NLM

      Esquivel ER, Vaz CMP. Development of a new TDR probe for assessing the soil water content at different depths [Internet]. Proceedings. 2009 ;[citado 2024 ago. 22 ] Available from: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
    • Vancouver

      Esquivel ER, Vaz CMP. Development of a new TDR probe for assessing the soil water content at different depths [Internet]. Proceedings. 2009 ;[citado 2024 ago. 22 ] Available from: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
  • Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: RESÍDUOS DE CONSTRUÇÃO, DEMOLIÇÃO, GEOTECNIA

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      SANTOS, Eder Carlos Guedes dos e VILAR, Orencio Monje e ASSIS, André Pacheco de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). 2009, Anais.. Amsterdam: IOS Press, 2009. . Acesso em: 22 ago. 2024.
    • APA

      Santos, E. C. G. dos, Vilar, O. M., & Assis, A. P. de. (2009). Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). In Proceedings. Amsterdam: IOS Press.
    • NLM

      Santos ECG dos, Vilar OM, Assis AP de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). Proceedings. 2009 ;[citado 2024 ago. 22 ]
    • Vancouver

      Santos ECG dos, Vilar OM, Assis AP de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). Proceedings. 2009 ;[citado 2024 ago. 22 ]
  • Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EP

    Subjects: GEOTECNIA, SOLO NÃO SATURADO, NORMALIZAÇÃO

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      BICALHO, Kátia Vanessa et al. Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand. 2009, Anais.. Amsterdam: IOS Press, 2009. Disponível em: https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf. Acesso em: 22 ago. 2024.
    • APA

      Bicalho, K. V., Marinho, F. A. M., Fleureau, J. M., Correia, A. G., & Ferreira, S. (2009). Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand. In Proceedings. Amsterdam: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf
    • NLM

      Bicalho KV, Marinho FAM, Fleureau JM, Correia AG, Ferreira S. Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand [Internet]. Proceedings. 2009 ;[citado 2024 ago. 22 ] Available from: https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf
    • Vancouver

      Bicalho KV, Marinho FAM, Fleureau JM, Correia AG, Ferreira S. Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand [Internet]. Proceedings. 2009 ;[citado 2024 ago. 22 ] Available from: https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf
  • Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC

    Subjects: SOLO ARENOSO, SONDAGEM DOS SOLOS, GEOTECNIA

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      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: 22 ago. 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 ago. 22 ] 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 ago. 22 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf

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