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Artigo de periodico
FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels (2024)
Vitali, Felipe Paiva Magalhães; Vitali, Osvaldo Paiva Magalhães; Bobet, Antonio; Celestino, Tarcísio Barreto
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: 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
Artigo de periodico
Site characterization for a study on shallow geothermal energy exploitation in Southern Brazil (2022)
Tonus, Bianca Penteado de Almeida; Lautenschläger, Carlos Emmanuel Ribeiro ; Visintin, Amanda Fetzer; Faro, Vitor Pereira; Tsuha, Cristina de Hollanda Cavalcanti
Source: Soils and Rocks. Unidade: EESC
Subjects: SOLO TROPICAL, TEMPERATURA DO SOLO, EFICIÊNCIA ENERGÉTICA, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
Artigo de periodico
Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil (2022)
Sá, Letícia Menezes Santos; Hernandez Neto, Alberto ; Tsuha, Cristina de Hollanda Cavalcanti ; Pessin, Juliana; Freitas, Milena Cardoso de; Morais, Thaise da Silva Oliveira
Source: Soils and Rocks. Unidades: EP, EESC
Subjects: ENERGIA, ESTACAS DE AÇO, CLIMATIZAÇÃO, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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.
APA
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
Artigo de periodico
Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil (2022)
Almeida, Caique Roberto de ; Albuquerque Neto, Cyro ; Tsuha, Cristina de Hollanda Cavalcanti ; Boscov, Maria Eugênia Gimenez
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: 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
Artigo de periodico
Brasília municipal solid waste landfill: a case study on flow and slope stability (2021)
Jucá, José Fernando ; Norberto, Alison ; Santos Júnior, José Ivan dos ; Marinho, Fernando A. M.
Source: Soils and Rocks. Unidade: EP
Subjects: ESTABILIZAÇÃO DOS SOLOS, RESÍDUOS SÓLIDOS, ATERROS SANITÁRIOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
Artigo de periodico
Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses (2020)
Vitali, Osvaldo Paiva Magalhães; Celestino, Tarcísio Barreto; Bobet, Antonio
Source: Soils and Rocks. Unidade: EESC
Subjects: TÚNEIS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
Artigo de periodico
Geogrid mechanical damage caused by recycled construction and demolition waste (RCDW): influence of grain size distribution (2020)
Domiciano, Marcela Leão; Santos, Eder Carlos Guedes dos; Silva, Jefferson Lins da
Source: Soils and Rocks. Unidade: EESC
Subjects: GEOSSINTÉTICOS, GRANULOMETRIA, SUSTENTABILIDADE, GEOTECNIA
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ABNT
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
Artigo de periodico
Energy ratio (ER) for the standard penetration test based on measured field tests (2017)
Lukiantchuki, Juliana Azoia; Bernardes, G. P; Esquivel, Edmundo Rogério
Source: Soils and Rocks. Unidade: EESC
Subjects: ENSAIOS DE PENETRAÇÃO, FUNDAÇÕES (ENGENHARIA), ENERGIA, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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.
APA
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
Artigo de periodico
Influence of traverse velocity and pump pressure on the efficiency of abrasive waterjet for rock cutting (2017)
Arab, Paola Bruno; Celestino, Tarcísio Barreto
Source: Soils and Rocks. Unidade: EESC
Subjects: ABRASÃO, CORTE, PETROGRAFIA, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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
Artigo de periodico
Precipitation influence on the distribution of pore pressure and suction on a coastal hillside (2015)
Sestrem, L. P; Kormann, A. C. M; Pretto, J. H. F; Marinho, Fernando A. M.
Source: Soils and Rocks. Unidade: EP
Subjects: MECÂNICA DOS SOLOS, TALUDES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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
Artigo de periodico
Revisiting classical methods to identify collapsible soils (2015)
Vilar, Orêncio Monje; Rodrigues, Roger Augusto
Source: Soils and Rocks. Unidade: EESC
Subjects: SOLO NÃO SATURADO, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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
Artigo de periodico
Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils (2015)
Futai, Marcos Massao ; Lacerda, Willy Alvarenga; Martins, Adriana Paiva de Souza
Source: Soils and Rocks. Unidade: EP
Subjects: SOLO RESIDUAL, SOLO TROPICAL, SOLO LATERÍTICO, ESTABILIZAÇÃO DOS SOLOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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
Artigo de periodico
Proposal of an energy comparison system in the SPT (2014)
Barreto, Gilmar Wilian; Cintra, José Carlos Angelo; Aoki, Nelson
Source: Soils and Rocks. Unidade: EESC
Assunto: ENSAIOS DOS SOLOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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: 02 nov. 2024.
APA
Barreto, G. W., Cintra, J. C. A., & Aoki, N. (2014). Proposal of an energy comparison system in the SPT. Soils and Rocks, 37( Ja/Mar. 2014), 61-71. Recuperado de http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
NLM
Barreto GW, Cintra JCA, Aoki N. Proposal of an energy comparison system in the SPT [Internet]. Soils and Rocks. 2014 ; 37( Ja/Mar. 2014): 61-71.[citado 2024 nov. 02 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
Vancouver
Barreto GW, Cintra JCA, Aoki N. Proposal of an energy comparison system in the SPT [Internet]. Soils and Rocks. 2014 ; 37( Ja/Mar. 2014): 61-71.[citado 2024 nov. 02 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
Artigo de periodico
Field survey of compressibility of municipal solid waste (2014)
Van Elk, Ana Ghislane Henriques Pereira; Mañas, Luis Miguel Sopeña; Boscov, Maria Eugênia Gimenez
Source: Soils and Rocks. Unidade: EP
Subjects: MATÉRIA ORGÂNICA DO SOLO, ATERROS, RESÍDUOS SÓLIDOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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.
APA
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
Artigo de periodico
Theoretical and experimental studies on the resilience of driven piles (2014)
Massad, Faiçal
Source: Soils and Rocks. Unidade: EP
Subjects: ESTACAS, MODELOS MATEMÁTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
Artigo de periodico
A preliminary assessment of the distribution and consequences of natural and some anthropogenic hazards in Brazil (2013)
Zuquette, Lázaro Valentin; Pejon, Osni José; Lima, Renato Eugenio de; Ferreira, Marcilene Dantas; Rodrigues, Valéria Guimarães Silvestre
Source: Soils and Rocks. Unidade: EESC
Subjects: DESASTRES AMBIENTAIS, RISCO AMBIENTAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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.
APA
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 ]
Artigo de periodico
Engineering geological mapping in the basaltic cuestas, São Paulo State, Brazil (2012)
Abreu, Ana Elisa Silva de ; Augusto Filho, Oswaldo
Source: Soils and Rocks. Unidade: EESC
Subjects: MAPEAMENTO GEOLÓGICO, SOLO ARENOSO, BASALTO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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 ]
Artigo de periodico
Developing a system for down-hole seismic testing together with the CPTU (2012)
Vitali, Osvaldo Paiva Magalhães; Pedrini, Rafael Antonio Amaral; Oliveira, Leopoldo Pisanelli Rodrigues de ; Giacheti, Heraldo Luiz
Source: Soils and Rocks. Unidade: EESC
Subjects: CISALHAMENTO, POÇOS, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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.
APA
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
Artigo de periodico
Hydraulic conductivity and shear strength behavior of compacted lateritic soil-bentonite mixtures used for sanitary landfill liners (2010)
Lukiantchuki, Juliana Azoia; Esquivel, Edmundo Rogério
Source: Soils and Rocks. Unidade: EESC
Subjects: ATERROS SANITÁRIOS, BENTONITA, GEOTECNIA, CONDUTIVIDADE HIDRÁULICA DO SOLO, CISALHAMENTO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
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.
APA
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
Artigo de periodico
The use of a high capacity tensiometer for determining the soil water retention curve (2009)
Marinho, Fernando A. M. ; Teixeira, Paula Fernanda
Source: Soils and Rocks. Unidade: EP
Subjects: MECÂNICA DOS SOLOS, SOLO NÃO SATURADO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARINHO, Fernando A. M. e TEIXEIRA, Paula Fernanda. The use of a high capacity tensiometer for determining the soil water retention curve. Soils and Rocks, v. 32, n. 2, p. 91-96, 2009Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf. Acesso em: 02 nov. 2024.
APA
Marinho, F. A. M., & Teixeira, P. F. (2009). The use of a high capacity tensiometer for determining the soil water retention curve. Soils and Rocks, 32( 2), 91-96. Recuperado de https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf
NLM
Marinho FAM, Teixeira PF. The use of a high capacity tensiometer for determining the soil water retention curve [Internet]. Soils and Rocks. 2009 ; 32( 2): 91-96.[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf
Vancouver
Marinho FAM, Teixeira PF. The use of a high capacity tensiometer for determining the soil water retention curve [Internet]. Soils and Rocks. 2009 ; 32( 2): 91-96.[citado 2024 nov. 02 ] Available from: https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf

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