Filtros : "Soils and Rocks" Removido: "ULSEN, CARINA" Limpar

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  • Source: Soils and Rocks. Unidade: EESC

    Subjects: ESTACAS, SOLO TROPICAL, GEOTECNIA

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    • ABNT

      CHRISTONI, Amanda Regina Foggiato et al. Effects of installation method on the behavior of driven piles and piles bored using a manual auger in tropical collapsible soil. Soils and Rocks, v. 48, n. 1, p. 1-9, 2025Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2025.002224. Acesso em: 07 out. 2025.
    • APA

      Christoni, A. R. F., Tsuha, C. de H. C., Belincanta, A., Branco, C. J. M. da C., & Teixeira, R. S. (2025). Effects of installation method on the behavior of driven piles and piles bored using a manual auger in tropical collapsible soil. Soils and Rocks, 48( 1), 1-9. doi:10.28927/SR.2025.002224
    • NLM

      Christoni ARF, Tsuha C de HC, Belincanta A, Branco CJM da C, Teixeira RS. Effects of installation method on the behavior of driven piles and piles bored using a manual auger in tropical collapsible soil [Internet]. Soils and Rocks. 2025 ; 48( 1): 1-9.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2025.002224
    • Vancouver

      Christoni ARF, Tsuha C de HC, Belincanta A, Branco CJM da C, Teixeira RS. Effects of installation method on the behavior of driven piles and piles bored using a manual auger in tropical collapsible soil [Internet]. Soils and Rocks. 2025 ; 48( 1): 1-9.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2025.002224
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: TÚNEIS, DEFORMAÇÃO ESTRUTURAL, SOLO ARENOSO, GEOTECNIA

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    • ABNT

      CELESTINO, Tarcísio Barreto e VITALI, Felipe Paiva Magalhães e VITALI, Osvaldo Paiva Magalhães. The Milton Vargas lecture 2023 – shallow tunnels in cohesionless soils: ground behavior and building damage risks. Soils and Rocks, v. 48, n. 2, p. 1-18, 2025Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2025.003225. Acesso em: 07 out. 2025.
    • APA

      Celestino, T. B., Vitali, F. P. M., & Vitali, O. P. M. (2025). The Milton Vargas lecture 2023 – shallow tunnels in cohesionless soils: ground behavior and building damage risks. Soils and Rocks, 48( 2), 1-18. doi:10.28927/SR.2025.003225
    • NLM

      Celestino TB, Vitali FPM, Vitali OPM. The Milton Vargas lecture 2023 – shallow tunnels in cohesionless soils: ground behavior and building damage risks [Internet]. Soils and Rocks. 2025 ; 48( 2): 1-18.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2025.003225
    • Vancouver

      Celestino TB, Vitali FPM, Vitali OPM. The Milton Vargas lecture 2023 – shallow tunnels in cohesionless soils: ground behavior and building damage risks [Internet]. Soils and Rocks. 2025 ; 48( 2): 1-18.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2025.003225
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: GEOLOGIA DE ENGENHARIA, ENSINO, GEOTECNIA

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    • ABNT

      RIBEIRO, Rogério Pinto e PEJON, Osni José e ZUQUETTE, Lázaro Valentin. Historical aspects and challenges of teaching engineering geology to engineering students. Soils and Rocks, v. 47, n. 2, p. 1-11, 2024Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2024.006223. Acesso em: 07 out. 2025.
    • APA

      Ribeiro, R. P., Pejon, O. J., & Zuquette, L. V. (2024). Historical aspects and challenges of teaching engineering geology to engineering students. Soils and Rocks, 47( 2), 1-11. doi:10.28927/SR.2024.006223
    • NLM

      Ribeiro RP, Pejon OJ, Zuquette LV. Historical aspects and challenges of teaching engineering geology to engineering students [Internet]. Soils and Rocks. 2024 ; 47( 2): 1-11.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2024.006223
    • Vancouver

      Ribeiro RP, Pejon OJ, Zuquette LV. Historical aspects and challenges of teaching engineering geology to engineering students [Internet]. Soils and Rocks. 2024 ; 47( 2): 1-11.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2024.006223
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: SISMICIDADE, SONDAGEM DOS SOLOS

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    • ABNT

      ALMEIDA, Caio Henrique de Castro et al. Integrating downhole seismic testing into Dynamic Probing Light (DPL): first results. Soils and Rocks, v. 47, 2024Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2024.009223. Acesso em: 07 out. 2025.
    • APA

      Almeida, C. H. de C., Giacheti, H. L., Rocha, B. P., & Esquivel, E. R. (2024). Integrating downhole seismic testing into Dynamic Probing Light (DPL): first results. Soils and Rocks, 47. doi:10.28927/SR.2024.009223
    • NLM

      Almeida CH de C, Giacheti HL, Rocha BP, Esquivel ER. Integrating downhole seismic testing into Dynamic Probing Light (DPL): first results [Internet]. Soils and Rocks. 2024 ; 47[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2024.009223
    • Vancouver

      Almeida CH de C, Giacheti HL, Rocha BP, Esquivel ER. Integrating downhole seismic testing into Dynamic Probing Light (DPL): first results [Internet]. Soils and Rocks. 2024 ; 47[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2024.009223
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, TÚNEIS, GEOTECNIA

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    • ABNT

      VITALI, Felipe Paiva Magalhães et al. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels. Soils and Rocks, v. 47, n. 1, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2024.000923. Acesso em: 07 out. 2025.
    • APA

      Vitali, F. P. M., Vitali, O. P. M., Bobet, A., & Celestino, T. B. (2024). FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels. Soils and Rocks, 47( 1), 1-12. doi:10.28927/SR.2024.000923
    • NLM

      Vitali FPM, Vitali OPM, Bobet A, Celestino TB. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels [Internet]. Soils and Rocks. 2024 ; 47( 1): 1-12.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
    • Vancouver

      Vitali FPM, Vitali OPM, Bobet A, Celestino TB. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels [Internet]. Soils and Rocks. 2024 ; 47( 1): 1-12.[citado 2025 out. 07 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: SOLO TROPICAL, TEMPERATURA DO SOLO, EFICIÊNCIA ENERGÉTICA, GEOTECNIA

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    • ABNT

      TONUS, Bianca Penteado de Almeida et al. Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil. Soils and Rocks, v. 45, n. 1, p. 1-13, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.078221. Acesso em: 07 out. 2025.
    • APA

      Tonus, B. P. de A., Lautenschläger, C. E. R., Visintin, A. F., Faro, V. P., & Tsuha, C. de H. C. (2022). Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil. Soils and Rocks, 45( 1), 1-13. doi:10.28927/SR.2022.078221
    • NLM

      Tonus BP de A, Lautenschläger CER, Visintin AF, Faro VP, Tsuha C de HC. Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-13.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.2022.078221
    • Vancouver

      Tonus BP de A, Lautenschläger CER, Visintin AF, Faro VP, Tsuha C de HC. Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-13.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.2022.078221
  • Source: Soils and Rocks. Unidades: EP, EESC

    Subjects: ENERGIA, ESTACAS DE AÇO, CLIMATIZAÇÃO, GEOTECNIA

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    • ABNT

      SÁ, Letícia Menezes Santos et al. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil. Soils and Rocks, v. 45, n. 1, p. 1-14, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.077421. Acesso em: 07 out. 2025.
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      Sá, L. M. S., Hernandez Neto, A., Tsuha, C. de H. C., Pessin, J., Freitas, M. C. de, & Morais, T. da S. O. (2022). Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil. Soils and Rocks, 45( 1), 1-14. doi:10.28927/SR.2022.077421
    • NLM

      Sá LMS, Hernandez Neto A, Tsuha C de HC, Pessin J, Freitas MC de, Morais T da SO. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-14.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.2022.077421
    • Vancouver

      Sá LMS, Hernandez Neto A, Tsuha C de HC, Pessin J, Freitas MC de, Morais T da SO. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-14.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.2022.077421
  • Source: Soils and Rocks. Unidades: EP, EESC

    Subjects: AR CONDICIONADO, CONSUMO DE ENERGIA ELÉTRICA, GEOTECNIA

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    • ABNT

      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: 07 out. 2025.
    • APA

      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 out. 07 ] 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 out. 07 ] Available from: https://doi.org/10.28927/SR.2022.076621
  • Source: Soils and Rocks. Unidade: EP

    Subjects: ESTABILIZAÇÃO DOS SOLOS, RESÍDUOS SÓLIDOS, ATERROS SANITÁRIOS

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      JUCÁ, José Fernando et al. Brasília municipal solid waste landfill: a case study on flow and slope stability. Soils and Rocks, v. 44, n. 3, p. e2021067321, 2021Tradução . . Disponível em: https://doi.org/10.28927/SR.2021.067321. Acesso em: 07 out. 2025.
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      Jucá, J. F., Norberto, A., Santos Júnior, J. I. dos, & Marinho, F. A. M. (2021). Brasília municipal solid waste landfill: a case study on flow and slope stability. Soils and Rocks, 44( 3), e2021067321. doi:10.28927/SR.2021.067321
    • NLM

      Jucá JF, Norberto A, Santos Júnior JI dos, Marinho FAM. Brasília municipal solid waste landfill: a case study on flow and slope stability [Internet]. Soils and Rocks. 2021 ; 44( 3): e2021067321.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.2021.067321
    • Vancouver

      Jucá JF, Norberto A, Santos Júnior JI dos, Marinho FAM. Brasília municipal solid waste landfill: a case study on flow and slope stability [Internet]. Soils and Rocks. 2021 ; 44( 3): e2021067321.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.2021.067321
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: TÚNEIS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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    • ABNT

      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses. Soils and Rocks, v. 43, n. Ja/Mar. 2020, p. 123-138, 2020Tradução . . Disponível em: https://doi.org/10.28927/SR.431123. Acesso em: 07 out. 2025.
    • APA

      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2020). Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses. Soils and Rocks, 43( Ja/Mar. 2020), 123-138. doi:10.28927/SR.431123
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses [Internet]. Soils and Rocks. 2020 ; 43( Ja/Mar. 2020): 123-138.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.431123
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses [Internet]. Soils and Rocks. 2020 ; 43( Ja/Mar. 2020): 123-138.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.431123
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, GRANULOMETRIA, SUSTENTABILIDADE, GEOTECNIA

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      DOMICIANO, Marcela Leão e SANTOS, Eder Carlos Guedes dos e SILVA, Jefferson Lins da. Geogrid mechanical damage caused by recycled construction and demolition waste (RCDW): influence of grain size distribution. Soils and Rocks, v. 43, n. Apr./Ju 2020, p. 231-246, 2020Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/1652582f-1cc5-4c12-8e99-9fc045244eb1/artigo%2002%20-%20Geogrid%20mechanical%20damage%20caused%20by%20Recycled%20Construction%20and%20Demolition%20Waste%20%28RCDW%29%20influence%20of%20grain%20size%20distribution%20%28SOILS%20%26%20ROCKS%29.pdf. Acesso em: 07 out. 2025.
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      Domiciano, M. L., Santos, E. C. G. dos, & Silva, J. L. da. (2020). Geogrid mechanical damage caused by recycled construction and demolition waste (RCDW): influence of grain size distribution. Soils and Rocks, 43( Apr./Ju 2020), 231-246. Recuperado de https://repositorio.usp.br/directbitstream/1652582f-1cc5-4c12-8e99-9fc045244eb1/artigo%2002%20-%20Geogrid%20mechanical%20damage%20caused%20by%20Recycled%20Construction%20and%20Demolition%20Waste%20%28RCDW%29%20influence%20of%20grain%20size%20distribution%20%28SOILS%20%26%20ROCKS%29.pdf
    • NLM

      Domiciano ML, Santos ECG dos, Silva JL da. Geogrid mechanical damage caused by recycled construction and demolition waste (RCDW): influence of grain size distribution [Internet]. Soils and Rocks. 2020 ; 43( Apr./Ju 2020): 231-246.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/1652582f-1cc5-4c12-8e99-9fc045244eb1/artigo%2002%20-%20Geogrid%20mechanical%20damage%20caused%20by%20Recycled%20Construction%20and%20Demolition%20Waste%20%28RCDW%29%20influence%20of%20grain%20size%20distribution%20%28SOILS%20%26%20ROCKS%29.pdf
    • Vancouver

      Domiciano ML, Santos ECG dos, Silva JL da. Geogrid mechanical damage caused by recycled construction and demolition waste (RCDW): influence of grain size distribution [Internet]. Soils and Rocks. 2020 ; 43( Apr./Ju 2020): 231-246.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/1652582f-1cc5-4c12-8e99-9fc045244eb1/artigo%2002%20-%20Geogrid%20mechanical%20damage%20caused%20by%20Recycled%20Construction%20and%20Demolition%20Waste%20%28RCDW%29%20influence%20of%20grain%20size%20distribution%20%28SOILS%20%26%20ROCKS%29.pdf
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: ENSAIOS DE PENETRAÇÃO, FUNDAÇÕES (ENGENHARIA), ENERGIA, GEOTECNIA

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      LUKIANTCHUKI, Juliana Azoia e BERNARDES, G. P e ESQUIVEL, Edmundo Rogério. Energy ratio (ER) for the standard penetration test based on measured field tests. Soils and Rocks, v. 40, n. 2, p. 77-91, 2017Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/65878028-9219-4b4f-8d42-097ec1bb6224/artigo%2004%20-%20Energy%20Ratio%20%28ER%29%20for%20the%20Standard%20Penetration%20Test%20Based%20on%20Measured%20Field%20Tests%20%28SOILS%20%26%20ROCKS%29.pdf. Acesso em: 07 out. 2025.
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      Lukiantchuki, J. A., Bernardes, G. P., & Esquivel, E. R. (2017). Energy ratio (ER) for the standard penetration test based on measured field tests. Soils and Rocks, 40( 2), 77-91. Recuperado de https://repositorio.usp.br/directbitstream/65878028-9219-4b4f-8d42-097ec1bb6224/artigo%2004%20-%20Energy%20Ratio%20%28ER%29%20for%20the%20Standard%20Penetration%20Test%20Based%20on%20Measured%20Field%20Tests%20%28SOILS%20%26%20ROCKS%29.pdf
    • NLM

      Lukiantchuki JA, Bernardes GP, Esquivel ER. Energy ratio (ER) for the standard penetration test based on measured field tests [Internet]. Soils and Rocks. 2017 ; 40( 2): 77-91.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/65878028-9219-4b4f-8d42-097ec1bb6224/artigo%2004%20-%20Energy%20Ratio%20%28ER%29%20for%20the%20Standard%20Penetration%20Test%20Based%20on%20Measured%20Field%20Tests%20%28SOILS%20%26%20ROCKS%29.pdf
    • Vancouver

      Lukiantchuki JA, Bernardes GP, Esquivel ER. Energy ratio (ER) for the standard penetration test based on measured field tests [Internet]. Soils and Rocks. 2017 ; 40( 2): 77-91.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/65878028-9219-4b4f-8d42-097ec1bb6224/artigo%2004%20-%20Energy%20Ratio%20%28ER%29%20for%20the%20Standard%20Penetration%20Test%20Based%20on%20Measured%20Field%20Tests%20%28SOILS%20%26%20ROCKS%29.pdf
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: ABRASÃO, CORTE, PETROGRAFIA, GEOTECNIA

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      ARAB, Paola Bruno e CELESTINO, Tarcísio Barreto. Influence of traverse velocity and pump pressure on the efficiency of abrasive waterjet for rock cutting. Soils and Rocks, v. 40, n. 3, p. Se/Dec. 2017, 2017Tradução . . Disponível em: https://doi.org/10.28927/SR.403255. Acesso em: 07 out. 2025.
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      Arab, P. B., & Celestino, T. B. (2017). Influence of traverse velocity and pump pressure on the efficiency of abrasive waterjet for rock cutting. Soils and Rocks, 40( 3), Se/Dec. 2017. doi:10.28927/SR.403255
    • NLM

      Arab PB, Celestino TB. Influence of traverse velocity and pump pressure on the efficiency of abrasive waterjet for rock cutting [Internet]. Soils and Rocks. 2017 ; 40( 3): Se/Dec. 2017.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.403255
    • Vancouver

      Arab PB, Celestino TB. Influence of traverse velocity and pump pressure on the efficiency of abrasive waterjet for rock cutting [Internet]. Soils and Rocks. 2017 ; 40( 3): Se/Dec. 2017.[citado 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.403255
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: SOLO NÃO SATURADO, GEOTECNIA

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      VILAR, Orêncio Monje e RODRIGUES, Roger Augusto. Revisiting classical methods to identify collapsible soils. Soils and Rocks, v. 38, n. 3, p. 265-278, 2015Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf. Acesso em: 07 out. 2025.
    • APA

      Vilar, O. M., & Rodrigues, R. A. (2015). Revisiting classical methods to identify collapsible soils. Soils and Rocks, 38( 3), 265-278. Recuperado de https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf
    • NLM

      Vilar OM, Rodrigues RA. Revisiting classical methods to identify collapsible soils [Internet]. Soils and Rocks. 2015 ; 38( 3): 265-278.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf
    • Vancouver

      Vilar OM, Rodrigues RA. Revisiting classical methods to identify collapsible soils [Internet]. Soils and Rocks. 2015 ; 38( 3): 265-278.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf
  • Source: Soils and Rocks. Unidade: EP

    Subjects: MECÂNICA DOS SOLOS, TALUDES

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      SESTREM, L. P et al. Precipitation influence on the distribution of pore pressure and suction on a coastal hillside. Soils and Rocks, v. 38, n. 1, p. 81-92, 2015Tradução . . Disponível em: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf. Acesso em: 07 out. 2025.
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      Sestrem, L. P., Kormann, A. C. M., Pretto, J. H. F., & Marinho, F. A. M. (2015). Precipitation influence on the distribution of pore pressure and suction on a coastal hillside. Soils and Rocks, 38( 1), 81-92. Recuperado de http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf
    • NLM

      Sestrem LP, Kormann ACM, Pretto JHF, Marinho FAM. Precipitation influence on the distribution of pore pressure and suction on a coastal hillside [Internet]. Soils and Rocks. 2015 ; 38( 1): 81-92.[citado 2025 out. 07 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf
    • Vancouver

      Sestrem LP, Kormann ACM, Pretto JHF, Marinho FAM. Precipitation influence on the distribution of pore pressure and suction on a coastal hillside [Internet]. Soils and Rocks. 2015 ; 38( 1): 81-92.[citado 2025 out. 07 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf
  • Source: Soils and Rocks. Unidade: EP

    Subjects: SOLO RESIDUAL, SOLO TROPICAL, SOLO LATERÍTICO, ESTABILIZAÇÃO DOS SOLOS

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      FUTAI, Marcos Massao e LACERDA, Willy Alvarenga e MARTINS, Adriana Paiva de Souza. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils. Soils and Rocks, v. 38, n. Ja/Apr. 2015, p. 9-25, 2015Tradução . . Disponível em: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf. Acesso em: 07 out. 2025.
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      Futai, M. M., Lacerda, W. A., & Martins, A. P. de S. (2015). Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils. Soils and Rocks, 38( Ja/Apr. 2015), 9-25. Recuperado de http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
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      Futai MM, Lacerda WA, Martins AP de S. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils [Internet]. Soils and Rocks. 2015 ; 38( Ja/Apr. 2015): 9-25.[citado 2025 out. 07 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
    • Vancouver

      Futai MM, Lacerda WA, Martins AP de S. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils [Internet]. Soils and Rocks. 2015 ; 38( Ja/Apr. 2015): 9-25.[citado 2025 out. 07 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
  • Source: Soils and Rocks. Unidade: EESC

    Assunto: ENSAIOS DOS SOLOS

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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: 07 out. 2025.
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      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 2025 out. 07 ] 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 2025 out. 07 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
  • Source: Soils and Rocks. Unidade: EP

    Subjects: MATÉRIA ORGÂNICA DO SOLO, ATERROS, RESÍDUOS SÓLIDOS

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      VAN ELK, Ana Ghislane Henriques Pereira e MAÑAS, Luis Miguel Sopeña e BOSCOV, Maria Eugênia Gimenez. Field survey of compressibility of municipal solid waste. Soils and Rocks, v. 37, n. Ja/Apr. 2014, p. 85-95, 2014Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf. Acesso em: 07 out. 2025.
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      Van Elk, A. G. H. P., Mañas, L. M. S., & Boscov, M. E. G. (2014). Field survey of compressibility of municipal solid waste. Soils and Rocks, 37( Ja/Apr. 2014), 85-95. Recuperado de https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf
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      Van Elk AGHP, Mañas LMS, Boscov MEG. Field survey of compressibility of municipal solid waste [Internet]. Soils and Rocks. 2014 ; 37( Ja/Apr. 2014): 85-95.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf
    • Vancouver

      Van Elk AGHP, Mañas LMS, Boscov MEG. Field survey of compressibility of municipal solid waste [Internet]. Soils and Rocks. 2014 ; 37( Ja/Apr. 2014): 85-95.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf
  • Source: Soils and Rocks. Unidade: EP

    Subjects: ESTACAS, MODELOS MATEMÁTICOS

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      MASSAD, Faiçal. Theoretical and experimental studies on the resilience of driven piles. Soils and Rocks, v. 37, n. 2, p. 113-132, 2014Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf. Acesso em: 07 out. 2025.
    • APA

      Massad, F. (2014). Theoretical and experimental studies on the resilience of driven piles. Soils and Rocks, 37( 2), 113-132. Recuperado de https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf
    • NLM

      Massad F. Theoretical and experimental studies on the resilience of driven piles [Internet]. Soils and Rocks. 2014 ; 37( 2): 113-132.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf
    • Vancouver

      Massad F. Theoretical and experimental studies on the resilience of driven piles [Internet]. Soils and Rocks. 2014 ; 37( 2): 113-132.[citado 2025 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf
  • Source: Soils and Rocks. Unidade: EESC

    Subjects: DESASTRES AMBIENTAIS, RISCO AMBIENTAL

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      ZUQUETTE, Lázaro Valentin et al. A preliminary assessment of the distribution and consequences of natural and some anthropogenic hazards in Brazil. Soils and Rocks, v. 36, n. Ja/Apr. 2013, p. 67-95, 2013Tradução . . Acesso em: 07 out. 2025.
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      Zuquette, L. V., Pejon, O. J., Lima, R. E. de, Ferreira, M. D., & Rodrigues, V. G. S. (2013). A preliminary assessment of the distribution and consequences of natural and some anthropogenic hazards in Brazil. Soils and Rocks, 36( Ja/Apr. 2013), 67-95.
    • NLM

      Zuquette LV, Pejon OJ, Lima RE de, Ferreira MD, Rodrigues VGS. A preliminary assessment of the distribution and consequences of natural and some anthropogenic hazards in Brazil. Soils and Rocks. 2013 ; 36( Ja/Apr. 2013): 67-95.[citado 2025 out. 07 ]
    • Vancouver

      Zuquette LV, Pejon OJ, Lima RE de, Ferreira MD, Rodrigues VGS. A preliminary assessment of the distribution and consequences of natural and some anthropogenic hazards in Brazil. Soils and Rocks. 2013 ; 36( Ja/Apr. 2013): 67-95.[citado 2025 out. 07 ]

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