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  • Source: International Journal of Geosynthetics and Ground Engineering. Unidade: EESC

    Assunto: GEOTECNIA

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      APARICIO ARDILA, Maria Alejandra e VALENTIN, Clever Aparecido e SILVA, Jefferson Lins da. Colored HDPE textured geomembranes exposed to UV: laboratory insights into material degradation. International Journal of Geosynthetics and Ground Engineering, v. 11, p. 1-12, 2025Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-025-00632-z. Acesso em: 04 nov. 2025.
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      Aparicio Ardila, M. A., Valentin, C. A., & Silva, J. L. da. (2025). Colored HDPE textured geomembranes exposed to UV: laboratory insights into material degradation. International Journal of Geosynthetics and Ground Engineering, 11, 1-12. doi:10.1007/s40891-025-00632-z
    • NLM

      Aparicio Ardila MA, Valentin CA, Silva JL da. Colored HDPE textured geomembranes exposed to UV: laboratory insights into material degradation [Internet]. International Journal of Geosynthetics and Ground Engineering. 2025 ; 11 1-12.[citado 2025 nov. 04 ] Available from: https://dx.doi.org/10.1007/s40891-025-00632-z
    • Vancouver

      Aparicio Ardila MA, Valentin CA, Silva JL da. Colored HDPE textured geomembranes exposed to UV: laboratory insights into material degradation [Internet]. International Journal of Geosynthetics and Ground Engineering. 2025 ; 11 1-12.[citado 2025 nov. 04 ] Available from: https://dx.doi.org/10.1007/s40891-025-00632-z
  • Source: Materials. Unidade: EESC

    Subjects: CONDUTIVIDADE HIDRÁULICA DO SOLO, PERMEABILIDADE DE ROCHAS, GEOTECNIA

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      SOUZA, Rodolpho N. et al. Comparison of the permeability of potential ballast rocks from northern Rio de Janeiro State under different fouling rates after sodium sulfate attack. Materials, v. 16, n. 10, p. 1-18, 2023Tradução . . Disponível em: https://doi.org/10.3390/ma16103806. Acesso em: 04 nov. 2025.
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      Souza, R. N., Xavier, G. de C., Costa, K. de O. B. da, Alexandre, J., Ribeiro, R. P., & Azevedo, A. R. G. de. (2023). Comparison of the permeability of potential ballast rocks from northern Rio de Janeiro State under different fouling rates after sodium sulfate attack. Materials, 16( 10), 1-18. doi:10.3390/ma16103806
    • NLM

      Souza RN, Xavier G de C, Costa K de OB da, Alexandre J, Ribeiro RP, Azevedo ARG de. Comparison of the permeability of potential ballast rocks from northern Rio de Janeiro State under different fouling rates after sodium sulfate attack [Internet]. Materials. 2023 ; 16( 10): 1-18.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/ma16103806
    • Vancouver

      Souza RN, Xavier G de C, Costa K de OB da, Alexandre J, Ribeiro RP, Azevedo ARG de. Comparison of the permeability of potential ballast rocks from northern Rio de Janeiro State under different fouling rates after sodium sulfate attack [Internet]. Materials. 2023 ; 16( 10): 1-18.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/ma16103806
  • Source: International Journal of Geosynthetics and Ground Engineering. Unidade: EESC

    Subjects: GEOMEMBRANAS, REJEITOS DE MINERAÇÃO, DEFORMAÇÃO ESTRUTURAL, GEOTECNIA

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      PEDROSO, Gabriel Orquizas Mattielo e SILVA, Jefferson Lins da. Evaluation of diferent protection systems to control the geomembrane deformations in liner applications. International Journal of Geosynthetics and Ground Engineering, v. 9, p. 1-11, 2023Tradução . . Disponível em: https://doi.org/10.1007/s40891-023-00455-w. Acesso em: 04 nov. 2025.
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      Pedroso, G. O. M., & Silva, J. L. da. (2023). Evaluation of diferent protection systems to control the geomembrane deformations in liner applications. International Journal of Geosynthetics and Ground Engineering, 9, 1-11. doi:10.1007/s40891-023-00455-w
    • NLM

      Pedroso GOM, Silva JL da. Evaluation of diferent protection systems to control the geomembrane deformations in liner applications [Internet]. International Journal of Geosynthetics and Ground Engineering. 2023 ; 9 1-11.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1007/s40891-023-00455-w
    • Vancouver

      Pedroso GOM, Silva JL da. Evaluation of diferent protection systems to control the geomembrane deformations in liner applications [Internet]. International Journal of Geosynthetics and Ground Engineering. 2023 ; 9 1-11.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1007/s40891-023-00455-w
  • Source: Materials. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, EROSÃO, GEOTECNIA

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      SILVA, Jefferson Lins da et al. Mechanical and thermoanalytical study of polypropylene geomats exposed in the field and the laboratory. Materials, v. 16, n. 11, p. 1-15, 2023Tradução . . Disponível em: https://doi.org/10.3390/ma16114148. Acesso em: 04 nov. 2025.
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      Silva, J. L. da, Valentin, C. A., Kobelnik, M., Pedroso, G. O. M., Aparicio Ardila Maria Alejandra,, Araújo Júnior, L. P. V. de, & Luz, M. P. da. (2023). Mechanical and thermoanalytical study of polypropylene geomats exposed in the field and the laboratory. Materials, 16( 11), 1-15. doi:10.3390/ma16114148
    • NLM

      Silva JL da, Valentin CA, Kobelnik M, Pedroso GOM, Aparicio Ardila Maria Alejandra, Araújo Júnior LPV de, Luz MP da. Mechanical and thermoanalytical study of polypropylene geomats exposed in the field and the laboratory [Internet]. Materials. 2023 ; 16( 11): 1-15.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/ma16114148
    • Vancouver

      Silva JL da, Valentin CA, Kobelnik M, Pedroso GOM, Aparicio Ardila Maria Alejandra, Araújo Júnior LPV de, Luz MP da. Mechanical and thermoanalytical study of polypropylene geomats exposed in the field and the laboratory [Internet]. Materials. 2023 ; 16( 11): 1-15.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/ma16114148
  • Source: Sustainability. Unidade: EESC

    Subjects: DESENVOLVIMENTO SUSTENTÁVEL, GEOSSINTÉTICOS, REDES NEURAIS, TRANSPORTES

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      FLEURY, Mateus Porto et al. Assessing and predicting geogrid reduction factors after damage induced by dropping recycled aggregates. Sustainability, v. 15, n. 13, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.3390/su15139942. Acesso em: 04 nov. 2025.
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      Fleury, M. P., Kamakura, G. K., Pitombo, C. S., Cunha, A. L. B. N. da, Ferreira, F. B., & Silva, J. L. da. (2023). Assessing and predicting geogrid reduction factors after damage induced by dropping recycled aggregates. Sustainability, 15( 13), 1-23. doi:10.3390/su15139942
    • NLM

      Fleury MP, Kamakura GK, Pitombo CS, Cunha ALBN da, Ferreira FB, Silva JL da. Assessing and predicting geogrid reduction factors after damage induced by dropping recycled aggregates [Internet]. Sustainability. 2023 ; 15( 13): 1-23.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su15139942
    • Vancouver

      Fleury MP, Kamakura GK, Pitombo CS, Cunha ALBN da, Ferreira FB, Silva JL da. Assessing and predicting geogrid reduction factors after damage induced by dropping recycled aggregates [Internet]. Sustainability. 2023 ; 15( 13): 1-23.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su15139942
  • Source: Sustainability. Unidade: EESC

    Subjects: PLANEJAMENTO TERRITORIAL URBANO, DRENAGEM, INUNDAÇÕES, ESCOAMENTO, GEOTECNIA

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      FAILACHE, Moisés Furtado et al. Suitability zoning for sustainable drainage systems (SuDSs): application in a basin in southern Brazil. Sustainability, v. 14, p. 1-18, 2022Tradução . . Disponível em: https://doi.org/10.3390/su14052577. Acesso em: 04 nov. 2025.
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      Failache, M. F., Pons, N. A. D., Pejon, O. J., & Zuquette, L. V. (2022). Suitability zoning for sustainable drainage systems (SuDSs): application in a basin in southern Brazil. Sustainability, 14, 1-18. doi:10.3390/su14052577
    • NLM

      Failache MF, Pons NAD, Pejon OJ, Zuquette LV. Suitability zoning for sustainable drainage systems (SuDSs): application in a basin in southern Brazil [Internet]. Sustainability. 2022 ; 14 1-18.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su14052577
    • Vancouver

      Failache MF, Pons NAD, Pejon OJ, Zuquette LV. Suitability zoning for sustainable drainage systems (SuDSs): application in a basin in southern Brazil [Internet]. Sustainability. 2022 ; 14 1-18.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su14052577
  • Source: Applied Sciences. Unidade: EESC

    Subjects: ESTACAS, SOLO TROPICAL, GEOTECNIA

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      JIAMING, Zhang et al. Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils. Applied Sciences, v. 12, n. 15, p. 1-22, 2022Tradução . . Disponível em: https://doi.org/10.3390/app12157653. Acesso em: 04 nov. 2025.
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      Jiaming, Z., Dias, D., Qiujing, P., Chunjing, M., & Tsuha, C. de H. C. (2022). Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils. Applied Sciences, 12( 15), 1-22. doi:10.3390/app12157653
    • NLM

      Jiaming Z, Dias D, Qiujing P, Chunjing M, Tsuha C de HC. Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils [Internet]. Applied Sciences. 2022 ; 12( 15): 1-22.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/app12157653
    • Vancouver

      Jiaming Z, Dias D, Qiujing P, Chunjing M, Tsuha C de HC. Long-term thermo-hydraulic numerical assessment of thermo-active piles: a case of tropical soils [Internet]. Applied Sciences. 2022 ; 12( 15): 1-22.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/app12157653
  • Source: Soils and Rocks. Unidades: EP, EESC

    Subjects: AR CONDICIONADO, CONSUMO DE ENERGIA ELÉTRICA, GEOTECNIA

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      ALMEIDA, Caique Roberto de et al. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil. Soils and Rocks, v. 45, n. 1, p. 1-12, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.076621. Acesso em: 04 nov. 2025.
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      Almeida, C. R. de, Albuquerque Neto, C., Tsuha, C. de H. C., & Boscov, M. E. G. (2022). Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil. Soils and Rocks, 45( 1), 1-12. doi:10.28927/SR.2022.076621
    • NLM

      Almeida CR de, Albuquerque Neto C, Tsuha C de HC, Boscov MEG. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-12.[citado 2025 nov. 04 ] Available from: https://doi.org/10.28927/SR.2022.076621
    • Vancouver

      Almeida CR de, Albuquerque Neto C, Tsuha C de HC, Boscov MEG. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-12.[citado 2025 nov. 04 ] Available from: https://doi.org/10.28927/SR.2022.076621
  • Source: International Journal of Physical Modelling in Geotechnics. Unidade: EESC

    Subjects: TUBOS, CENTRIFUGAÇÃO, GEOTECNIA

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      NEVES, Juliana Braguim e ESQUIVEL, Edmundo Rogério e SABOYA, Fernando. Geotechnical centrifuge and numerical modelling of buried pipelines. International Journal of Physical Modelling in Geotechnics, v. 21, n. 1, p. 18-25, 2021Tradução . . Disponível em: https://doi.org/10.1680/jphmg.18.00092. Acesso em: 04 nov. 2025.
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      Neves, J. B., Esquivel, E. R., & Saboya, F. (2021). Geotechnical centrifuge and numerical modelling of buried pipelines. International Journal of Physical Modelling in Geotechnics, 21( 1), 18-25. doi:10.1680/jphmg.18.00092
    • NLM

      Neves JB, Esquivel ER, Saboya F. Geotechnical centrifuge and numerical modelling of buried pipelines [Internet]. International Journal of Physical Modelling in Geotechnics. 2021 ; 21( 1): 18-25.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1680/jphmg.18.00092
    • Vancouver

      Neves JB, Esquivel ER, Saboya F. Geotechnical centrifuge and numerical modelling of buried pipelines [Internet]. International Journal of Physical Modelling in Geotechnics. 2021 ; 21( 1): 18-25.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1680/jphmg.18.00092
  • Source: Wear. Unidade: EESC

    Subjects: ABRASÃO, PETROGRAFIA, GEOTECNIA

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      ARAB, Paola Bruno e CELESTINO, Tarcísio Barreto. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting. Wear, v. 448-449, p. 1-8, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.wear.2020.203210. Acesso em: 04 nov. 2025.
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      Arab, P. B., & Celestino, T. B. (2020). A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting. Wear, 448-449, 1-8. doi:10.1016/j.wear.2020.203210
    • NLM

      Arab PB, Celestino TB. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting [Internet]. Wear. 2020 ; 448-449 1-8.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1016/j.wear.2020.203210
    • Vancouver

      Arab PB, Celestino TB. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting [Internet]. Wear. 2020 ; 448-449 1-8.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1016/j.wear.2020.203210
  • 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: 04 nov. 2025.
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      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 2025 nov. 04 ] 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 2025 nov. 04 ] 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: Frontiers in Built Environment. Unidade: EESC

    Subjects: UMIDADE DO SOLO, SOLO LATERÍTICO, GEOTÊXTEIS, GEOTECNIA

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      MARQUES, Gabriel Steluti e SILVA, Jefferson Lins da. Interaction between a lateritic soil and a non-woven geotextile in different moisture conditions. Frontiers in Built Environment, v. 6, 2020Tradução . . Disponível em: https://doi.org/10.3389/fbuil.2020.00116. Acesso em: 04 nov. 2025.
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      Marques, G. S., & Silva, J. L. da. (2020). Interaction between a lateritic soil and a non-woven geotextile in different moisture conditions. Frontiers in Built Environment, 6. doi:10.3389/fbuil.2020.00116
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      Marques GS, Silva JL da. Interaction between a lateritic soil and a non-woven geotextile in different moisture conditions [Internet]. Frontiers in Built Environment. 2020 ; 6[citado 2025 nov. 04 ] Available from: https://doi.org/10.3389/fbuil.2020.00116
    • Vancouver

      Marques GS, Silva JL da. Interaction between a lateritic soil and a non-woven geotextile in different moisture conditions [Internet]. Frontiers in Built Environment. 2020 ; 6[citado 2025 nov. 04 ] Available from: https://doi.org/10.3389/fbuil.2020.00116
  • Source: E3S Web of Conferences. Conference titles: International Conference on Energy Geotechnics - ICEGT 2020. Unidades: EP, EESC

    Subjects: FONTES ALTERNATIVAS DE ENERGIA, FONTES NÃO RENOVÁVEIS DE ENERGIA, CONSUMO DE ENERGIA ELÉTRICA, MODELAGEM DE DADOS

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      ALMEIDA, Caique Roberto de et al. Numerical modelling of a geothermal pile in tropical environment based on a TRT Test. E3S Web of Conferences. Les Ulis: EDP Sciences. Disponível em: https://doi.org/10.1051/e3sconf/202020505023. Acesso em: 04 nov. 2025. , 2020
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      Almeida, C. R. de, Boscov, M. E. G., Albuquerque Neto, C., & Tsuha, C. de H. C. (2020). Numerical modelling of a geothermal pile in tropical environment based on a TRT Test. E3S Web of Conferences. Les Ulis: EDP Sciences. doi:10.1051/e3sconf/202020505023
    • NLM

      Almeida CR de, Boscov MEG, Albuquerque Neto C, Tsuha C de HC. Numerical modelling of a geothermal pile in tropical environment based on a TRT Test [Internet]. E3S Web of Conferences. 2020 ; 205 6 on-line.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1051/e3sconf/202020505023
    • Vancouver

      Almeida CR de, Boscov MEG, Albuquerque Neto C, Tsuha C de HC. Numerical modelling of a geothermal pile in tropical environment based on a TRT Test [Internet]. E3S Web of Conferences. 2020 ; 205 6 on-line.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1051/e3sconf/202020505023
  • Source: Sustainability. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, GEOTÊXTEIS, LODO, POLÍMEROS (MATERIAIS), GEOTECNIA

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      APARICIO ARDILA MARIA ALEJANDRA, et al. Geotextile tube dewatering performance assessment: an experimental study of sludge dewatering generated at a water treatment plant. Sustainability, v. 12, n. 19, p. 1-22, 2020Tradução . . Disponível em: https://doi.org/10.3390/su12198129. Acesso em: 04 nov. 2025.
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      Aparicio Ardila Maria Alejandra,, Souza, S. T. de, Silva, J. L. da, Valentin, C. A., & Dantas, A. D. B. (2020). Geotextile tube dewatering performance assessment: an experimental study of sludge dewatering generated at a water treatment plant. Sustainability, 12( 19), 1-22. doi:10.3390/su12198129
    • NLM

      Aparicio Ardila Maria Alejandra, Souza ST de, Silva JL da, Valentin CA, Dantas ADB. Geotextile tube dewatering performance assessment: an experimental study of sludge dewatering generated at a water treatment plant [Internet]. Sustainability. 2020 ; 12( 19): 1-22.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su12198129
    • Vancouver

      Aparicio Ardila Maria Alejandra, Souza ST de, Silva JL da, Valentin CA, Dantas ADB. Geotextile tube dewatering performance assessment: an experimental study of sludge dewatering generated at a water treatment plant [Internet]. Sustainability. 2020 ; 12( 19): 1-22.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su12198129
  • Source: Geociências. Unidade: EESC

    Subjects: ÁGUA DO SOLO, SOLO ARGILOSO, SOLO ARENOSO, GEOTECNIA

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      SÍRIO, Daniel de Lima Nascimento e BARBASSA, Ademir Paceli e ZUQUETTE, Lázaro Valentin. Análise experimental e validação de curvas bimodais de retenção de água no solo para solos areno-argilosos residuais da formação itaqueri em São Carlos – SP. Geociências, v. 39, n. 4, p. 1041-1057, 2020Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/9b798c5d-16f7-493d-91fc-518c69658073/document%20%286%29.pdf. Acesso em: 04 nov. 2025.
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      Sírio, D. de L. N., Barbassa, A. P., & Zuquette, L. V. (2020). Análise experimental e validação de curvas bimodais de retenção de água no solo para solos areno-argilosos residuais da formação itaqueri em São Carlos – SP. Geociências, 39( 4), 1041-1057. Recuperado de https://repositorio.usp.br/directbitstream/9b798c5d-16f7-493d-91fc-518c69658073/document%20%286%29.pdf
    • NLM

      Sírio D de LN, Barbassa AP, Zuquette LV. Análise experimental e validação de curvas bimodais de retenção de água no solo para solos areno-argilosos residuais da formação itaqueri em São Carlos – SP [Internet]. Geociências. 2020 ; 39( 4): 1041-1057.[citado 2025 nov. 04 ] Available from: https://repositorio.usp.br/directbitstream/9b798c5d-16f7-493d-91fc-518c69658073/document%20%286%29.pdf
    • Vancouver

      Sírio D de LN, Barbassa AP, Zuquette LV. Análise experimental e validação de curvas bimodais de retenção de água no solo para solos areno-argilosos residuais da formação itaqueri em São Carlos – SP [Internet]. Geociências. 2020 ; 39( 4): 1041-1057.[citado 2025 nov. 04 ] Available from: https://repositorio.usp.br/directbitstream/9b798c5d-16f7-493d-91fc-518c69658073/document%20%286%29.pdf
  • Source: Sustainability. Unidade: EESC

    Subjects: EROSÃO, BIOENGENHARIA, GEOTECNIA

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    • ABNT

      VIANNA, Vinicius F. et al. Bioengineering techniques adopted for controlling riverbanks’ superficial erosion of the simplício hydroelectric power plant, Brazil. Sustainability, v. 12, n. 19, p. 1-20, 2020Tradução . . Disponível em: https://doi.org/10.3390/su12197886. Acesso em: 04 nov. 2025.
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      Vianna, V. F., Fleury, M. P., Menezes, G. B. de, Coelho, A. T., Bueno, C., Silva, J. L. da, & Luz, M. P. da. (2020). Bioengineering techniques adopted for controlling riverbanks’ superficial erosion of the simplício hydroelectric power plant, Brazil. Sustainability, 12( 19), 1-20. doi:10.3390/su12197886
    • NLM

      Vianna VF, Fleury MP, Menezes GB de, Coelho AT, Bueno C, Silva JL da, Luz MP da. Bioengineering techniques adopted for controlling riverbanks’ superficial erosion of the simplício hydroelectric power plant, Brazil [Internet]. Sustainability. 2020 ; 12( 19): 1-20.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su12197886
    • Vancouver

      Vianna VF, Fleury MP, Menezes GB de, Coelho AT, Bueno C, Silva JL da, Luz MP da. Bioengineering techniques adopted for controlling riverbanks’ superficial erosion of the simplício hydroelectric power plant, Brazil [Internet]. Sustainability. 2020 ; 12( 19): 1-20.[citado 2025 nov. 04 ] Available from: https://doi.org/10.3390/su12197886
  • Source: Geoderma. Unidade: EESC

    Subjects: CONDUTIVIDADE HIDRÁULICA DO SOLO, COLUNAS, GEOTECNIA

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      GODOY, Vanessa Almeida de e ZUQUETTE, Lázaro Valentin e GÓMEZ HERNÁNDEZ, José Jaime. Spatial variability of hydraulic conductivity and solute transport parameters and their spatial correlations to soil properties. Geoderma, v. 339, p. 59-69, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.geoderma.2018.12.015. Acesso em: 04 nov. 2025.
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      Godoy, V. A. de, Zuquette, L. V., & Gómez Hernández, J. J. (2019). Spatial variability of hydraulic conductivity and solute transport parameters and their spatial correlations to soil properties. Geoderma, 339, 59-69. doi:10.1016/j.geoderma.2018.12.015
    • NLM

      Godoy VA de, Zuquette LV, Gómez Hernández JJ. Spatial variability of hydraulic conductivity and solute transport parameters and their spatial correlations to soil properties [Internet]. Geoderma. 2019 ; 339 59-69.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1016/j.geoderma.2018.12.015
    • Vancouver

      Godoy VA de, Zuquette LV, Gómez Hernández JJ. Spatial variability of hydraulic conductivity and solute transport parameters and their spatial correlations to soil properties [Internet]. Geoderma. 2019 ; 339 59-69.[citado 2025 nov. 04 ] Available from: https://doi.org/10.1016/j.geoderma.2018.12.015
  • 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: 04 nov. 2025.
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      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 2025 nov. 04 ] 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 2025 nov. 04 ] Available from: https://doi.org/10.1680/jphmg.17.00054
  • Source: Geociências. Unidade: EESC

    Subjects: PETROGRAFIA, GEOMECÂNICA, GEOTECNIA

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      RIBEIRO, Rogério Pinto e PARIZOTTO, João Cândido Valenga e PARAGUASSU, Antenor Braga. Metodologias de preparação de corpos de prova para estudos geológico-geotécnicos de siltitos laminados (grupo Itararé). Geociências, v. 38, n. 1, p. 269-278, 2019Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/8940a9a6-e65c-4728-93d7-c117ceae61ae/artigo%2006%20-%20Metodologias%20de%20prepara%C3%A7%C3%A3o%20de%20corpos%20de%20prova%20para%20estudos%20geol%C3%B3gico-geot%C3%A9cnicos%20de%20siltitos%20laminados%20%28Grupo%20Itarar%C3%A9%29.%20%28Revista%20GEOCI%C3%8ANCIAS%29.pdf. Acesso em: 04 nov. 2025.
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      Ribeiro, R. P., Parizotto, J. C. V., & Paraguassu, A. B. (2019). Metodologias de preparação de corpos de prova para estudos geológico-geotécnicos de siltitos laminados (grupo Itararé). Geociências, 38( 1), 269-278. Recuperado de https://repositorio.usp.br/directbitstream/8940a9a6-e65c-4728-93d7-c117ceae61ae/artigo%2006%20-%20Metodologias%20de%20prepara%C3%A7%C3%A3o%20de%20corpos%20de%20prova%20para%20estudos%20geol%C3%B3gico-geot%C3%A9cnicos%20de%20siltitos%20laminados%20%28Grupo%20Itarar%C3%A9%29.%20%28Revista%20GEOCI%C3%8ANCIAS%29.pdf
    • NLM

      Ribeiro RP, Parizotto JCV, Paraguassu AB. Metodologias de preparação de corpos de prova para estudos geológico-geotécnicos de siltitos laminados (grupo Itararé) [Internet]. Geociências. 2019 ; 38( 1): 269-278.[citado 2025 nov. 04 ] Available from: https://repositorio.usp.br/directbitstream/8940a9a6-e65c-4728-93d7-c117ceae61ae/artigo%2006%20-%20Metodologias%20de%20prepara%C3%A7%C3%A3o%20de%20corpos%20de%20prova%20para%20estudos%20geol%C3%B3gico-geot%C3%A9cnicos%20de%20siltitos%20laminados%20%28Grupo%20Itarar%C3%A9%29.%20%28Revista%20GEOCI%C3%8ANCIAS%29.pdf
    • Vancouver

      Ribeiro RP, Parizotto JCV, Paraguassu AB. Metodologias de preparação de corpos de prova para estudos geológico-geotécnicos de siltitos laminados (grupo Itararé) [Internet]. Geociências. 2019 ; 38( 1): 269-278.[citado 2025 nov. 04 ] Available from: https://repositorio.usp.br/directbitstream/8940a9a6-e65c-4728-93d7-c117ceae61ae/artigo%2006%20-%20Metodologias%20de%20prepara%C3%A7%C3%A3o%20de%20corpos%20de%20prova%20para%20estudos%20geol%C3%B3gico-geot%C3%A9cnicos%20de%20siltitos%20laminados%20%28Grupo%20Itarar%C3%A9%29.%20%28Revista%20GEOCI%C3%8ANCIAS%29.pdf
  • 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: 04 nov. 2025.
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      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 2025 nov. 04 ] 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 2025 nov. 04 ] Available from: https://doi.org/10.1016/j.jrmge.2018.12.012

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