Filtros : "Soils and Rocks" Removido: "ENSAIOS DOS SOLOS" Limpar

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  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: 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: 02 nov. 2024.
    • 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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: 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: 02 nov. 2024.
    • 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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.2022.078221
  • Fonte: Soils and Rocks. Unidades: EP, EESC

    Assuntos: 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: 02 nov. 2024.
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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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.2022.077421
  • Fonte: Soils and Rocks. Unidades: EP, EESC

    Assuntos: 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: 02 nov. 2024.
    • 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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.2022.076621
  • Fonte: Soils and Rocks. Unidade: EP

    Assuntos: ESTABILIZAÇÃO DOS SOLOS, RESÍDUOS SÓLIDOS, ATERROS SANITÁRIOS

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    • ABNT

      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: 02 nov. 2024.
    • APA

      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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.2021.067321
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: 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: 02 nov. 2024.
    • 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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.431123
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: 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: 02 nov. 2024.
    • APA

      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 2024 nov. 02 ] 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 2024 nov. 02 ] 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
  • Fonte: Soils and Rocks. Unidade: EP

    Assuntos: CIMENTO, COMPOSIÇÃO QUÍMICA, MINERALOGIA

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    • ABNT

      KORF, Eduardo Pavan et al. Modifications in the chemical and mineralogical composition of compacted mature residual soil submitted to the percolation of acidic leachates. Soils and Rocks, v. 43, n. Ja/Mar. 2020, p. 159-167, 2020Tradução . . Disponível em: https://doi.org/10.28927/SR.431159. Acesso em: 02 nov. 2024.
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      Korf, E. P., Prietto, P. D. M., Silveira, A. A., Ulsen, C., Consoli, N. C., & Bragagnolo, L. (2020). Modifications in the chemical and mineralogical composition of compacted mature residual soil submitted to the percolation of acidic leachates. Soils and Rocks, 43( Ja/Mar. 2020), 159-167. doi:10.28927/SR.431159
    • NLM

      Korf EP, Prietto PDM, Silveira AA, Ulsen C, Consoli NC, Bragagnolo L. Modifications in the chemical and mineralogical composition of compacted mature residual soil submitted to the percolation of acidic leachates [Internet]. Soils and Rocks. 2020 ;43( Ja/Mar. 2020):159-167.[citado 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.431159
    • Vancouver

      Korf EP, Prietto PDM, Silveira AA, Ulsen C, Consoli NC, Bragagnolo L. Modifications in the chemical and mineralogical composition of compacted mature residual soil submitted to the percolation of acidic leachates [Internet]. Soils and Rocks. 2020 ;43( Ja/Mar. 2020):159-167.[citado 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.431159
  • Fonte: Soils and Rocks. Unidade: EP

    Assuntos: SOLOS, DIFRAÇÃO POR RAIOS X, BARRAGENS

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      KORF, Eduardo Pavan et al. Porosity changes of compacted soil percolated with acidic leachate. Soils and Rocks, v. 41, n. 3, p. 369-377, 2018Tradução . . Disponível em: https://doi.org/10.28927/SR.413369. Acesso em: 02 nov. 2024.
    • APA

      Korf, E. P., Prietto, P. D. M., Silveira, A. A., Ulsen, C., & Bragagnolo, L. (2018). Porosity changes of compacted soil percolated with acidic leachate. Soils and Rocks, 41( 3), 369-377. doi:10.28927/SR.413369
    • NLM

      Korf EP, Prietto PDM, Silveira AA, Ulsen C, Bragagnolo L. Porosity changes of compacted soil percolated with acidic leachate [Internet]. Soils and Rocks. 2018 ;41( 3): 369-377.[citado 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.413369
    • Vancouver

      Korf EP, Prietto PDM, Silveira AA, Ulsen C, Bragagnolo L. Porosity changes of compacted soil percolated with acidic leachate [Internet]. Soils and Rocks. 2018 ;41( 3): 369-377.[citado 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.413369
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: 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: 02 nov. 2024.
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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 2024 nov. 02 ] 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 2024 nov. 02 ] 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
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: 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: 02 nov. 2024.
    • APA

      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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.403255
  • Fonte: Soils and Rocks. Unidade: EP

    Assuntos: 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: 02 nov. 2024.
    • APA

      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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: 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: 02 nov. 2024.
    • 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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf
  • Fonte: Soils and Rocks. Unidade: EP

    Assuntos: 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: 02 nov. 2024.
    • APA

      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
    • NLM

      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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
  • Fonte: Soils and Rocks. Unidade: EP

    Assuntos: 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: 02 nov. 2024.
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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
    • NLM

      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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf
  • Fonte: Soils and Rocks. Unidade: EP

    Assuntos: ESTACAS, MODELOS MATEMÁTICOS

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    • ABNT

      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: 02 nov. 2024.
    • 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 2024 nov. 02 ] 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 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: DESASTRES AMBIENTAIS, RISCO AMBIENTAL

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    • ABNT

      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: 02 nov. 2024.
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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 2024 nov. 02 ]
    • 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 2024 nov. 02 ]
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: MAPEAMENTO GEOLÓGICO, SOLO ARENOSO, BASALTO

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    • ABNT

      ABREU, Ana Elisa Silva de e AUGUSTO FILHO, Oswaldo. Engineering geological mapping in the basaltic cuestas, São Paulo State, Brazil. Soils and Rocks, v. 35, n. 2, p. 189-198, 2012Tradução . . Acesso em: 02 nov. 2024.
    • APA

      Abreu, A. E. S. de, & Augusto Filho, O. (2012). Engineering geological mapping in the basaltic cuestas, São Paulo State, Brazil. Soils and Rocks, 35( 2), 189-198.
    • NLM

      Abreu AES de, Augusto Filho O. Engineering geological mapping in the basaltic cuestas, São Paulo State, Brazil. Soils and Rocks. 2012 ; 35( 2): 189-198.[citado 2024 nov. 02 ]
    • Vancouver

      Abreu AES de, Augusto Filho O. Engineering geological mapping in the basaltic cuestas, São Paulo State, Brazil. Soils and Rocks. 2012 ; 35( 2): 189-198.[citado 2024 nov. 02 ]
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: CISALHAMENTO, POÇOS, ENGENHARIA MECÂNICA

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    • ABNT

      VITALI, Osvaldo Paiva Magalhães et al. Developing a system for down-hole seismic testing together with the CPTU. Soils and Rocks, v. 35, n. 1, p. 75-87, 2012Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/8e069a2d-3f0d-4b00-9b72-b072aaf53818/OK___artigo%2018%20-%20Developing%20a%20system%20for%20down-hole%20seismic%20testing%20together%20with%20the%20CPTU.%20Soils%20%26%20Rocks_removed.pdf. Acesso em: 02 nov. 2024.
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      Vitali, O. P. M., Pedrini, R. A. A., Oliveira, L. P. R. de, & Giacheti, H. L. (2012). Developing a system for down-hole seismic testing together with the CPTU. Soils and Rocks, 35( 1), 75-87. Recuperado de https://repositorio.usp.br/directbitstream/8e069a2d-3f0d-4b00-9b72-b072aaf53818/OK___artigo%2018%20-%20Developing%20a%20system%20for%20down-hole%20seismic%20testing%20together%20with%20the%20CPTU.%20Soils%20%26%20Rocks_removed.pdf
    • NLM

      Vitali OPM, Pedrini RAA, Oliveira LPR de, Giacheti HL. Developing a system for down-hole seismic testing together with the CPTU [Internet]. Soils and Rocks. 2012 ; 35( 1): 75-87.[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/8e069a2d-3f0d-4b00-9b72-b072aaf53818/OK___artigo%2018%20-%20Developing%20a%20system%20for%20down-hole%20seismic%20testing%20together%20with%20the%20CPTU.%20Soils%20%26%20Rocks_removed.pdf
    • Vancouver

      Vitali OPM, Pedrini RAA, Oliveira LPR de, Giacheti HL. Developing a system for down-hole seismic testing together with the CPTU [Internet]. Soils and Rocks. 2012 ; 35( 1): 75-87.[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/8e069a2d-3f0d-4b00-9b72-b072aaf53818/OK___artigo%2018%20-%20Developing%20a%20system%20for%20down-hole%20seismic%20testing%20together%20with%20the%20CPTU.%20Soils%20%26%20Rocks_removed.pdf
  • Fonte: Soils and Rocks. Unidade: EESC

    Assuntos: ATERROS SANITÁRIOS, BENTONITA, GEOTECNIA, CONDUTIVIDADE HIDRÁULICA DO SOLO, CISALHAMENTO

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      LUKIANTCHUKI, Juliana Azoia e ESQUIVEL, Edmundo Rogério. Hydraulic conductivity and shear strength behavior of compacted lateritic soil-bentonite mixtures used for sanitary landfill liners. Soils and Rocks, v. 33, n. Ja/Apr. 2010, p. 1-11, 2010Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/71efc00f-e879-49b0-9377-8b1bdbe80d45/artigo%2007%20-%20Hydraulic%20Conductivity%20and%20Shear%20Strength%20Behavior%20of%20Compacted%20Lateritic%20Soil-Bentonite%20Mixtures%20Used%20for%20Sanitary%20Landfill%20Liners%20%28SOILS%20%26%20ROCKS%29_removed.pdf. Acesso em: 02 nov. 2024.
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      Lukiantchuki, J. A., & Esquivel, E. R. (2010). Hydraulic conductivity and shear strength behavior of compacted lateritic soil-bentonite mixtures used for sanitary landfill liners. Soils and Rocks, 33( Ja/Apr. 2010), 1-11. Recuperado de https://repositorio.usp.br/directbitstream/71efc00f-e879-49b0-9377-8b1bdbe80d45/artigo%2007%20-%20Hydraulic%20Conductivity%20and%20Shear%20Strength%20Behavior%20of%20Compacted%20Lateritic%20Soil-Bentonite%20Mixtures%20Used%20for%20Sanitary%20Landfill%20Liners%20%28SOILS%20%26%20ROCKS%29_removed.pdf
    • NLM

      Lukiantchuki JA, Esquivel ER. Hydraulic conductivity and shear strength behavior of compacted lateritic soil-bentonite mixtures used for sanitary landfill liners [Internet]. Soils and Rocks. 2010 ; 33( Ja/Apr. 2010): 1-11.[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/71efc00f-e879-49b0-9377-8b1bdbe80d45/artigo%2007%20-%20Hydraulic%20Conductivity%20and%20Shear%20Strength%20Behavior%20of%20Compacted%20Lateritic%20Soil-Bentonite%20Mixtures%20Used%20for%20Sanitary%20Landfill%20Liners%20%28SOILS%20%26%20ROCKS%29_removed.pdf
    • Vancouver

      Lukiantchuki JA, Esquivel ER. Hydraulic conductivity and shear strength behavior of compacted lateritic soil-bentonite mixtures used for sanitary landfill liners [Internet]. Soils and Rocks. 2010 ; 33( Ja/Apr. 2010): 1-11.[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/71efc00f-e879-49b0-9377-8b1bdbe80d45/artigo%2007%20-%20Hydraulic%20Conductivity%20and%20Shear%20Strength%20Behavior%20of%20Compacted%20Lateritic%20Soil-Bentonite%20Mixtures%20Used%20for%20Sanitary%20Landfill%20Liners%20%28SOILS%20%26%20ROCKS%29_removed.pdf

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