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Artigo de periodico
Effects of installation method on the behavior of driven piles and piles bored using a manual auger in tropical collapsible soil (2025)
Christoni, Amanda Regina Foggiato ; Tsuha, Cristina de Hollanda Cavalcanti ; Belincanta, Antonio ; Branco, Carlos José Marques da Costa ; Teixeira, Raquel Souza
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
Artigo de periodico
The Milton Vargas lecture 2023 – shallow tunnels in cohesionless soils: ground behavior and building damage risks (2025)
Celestino, Tarcísio Barreto ; Vitali, Felipe Paiva Magalhães ; Vitali, Osvaldo Paiva Magalhães
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
Artigo de periodico
Historical aspects and challenges of teaching engineering geology to engineering students (2024)
Ribeiro, Rogério Pinto ; Pejon, Osni José ; Zuquette, Lázaro Valentin
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
Artigo de periodico
Integrating downhole seismic testing into Dynamic Probing Light (DPL): first results (2024)
Almeida, Caio Henrique de Castro; Giacheti, Heraldo Luiz; Rocha, Breno Padovezi; Esquivel, Edmundo Rogério
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
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
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: 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
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
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: 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
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
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: 07 out. 2025.
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 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
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
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: 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
Artigo de periodico
Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses (2020)
Vitali, Osvaldo Paiva Magalhães; Celestino, Tarcísio Barreto ; Bobet, Antonio
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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: 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
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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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: 07 out. 2025.
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 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
Artigo de periodico
Modifications in the chemical and mineralogical composition of compacted mature residual soil submitted to the percolation of acidic leachates (2020)
Korf, Eduardo Pavan; Prietto, Pedro Domingos Marques; Silveira, Adriana Augustin; Ulsen, Carina ; Consoli, Nilo Cesar; Bragagnolo, Lucimara
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: 07 out. 2025.
APA
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 2025 out. 07 ] 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 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.431159
Artigo de periodico
Porosity changes of compacted soil percolated with acidic leachate (2018)
Korf, Eduardo Pavan; Prietto, Pedro Domingos Marques; Silveira, Adriana Augustin; Ulsen, Carina ; Bragagnolo, Lucimara
Fonte: Soils and Rocks. Unidade: EP
Assuntos: SOLOS, DIFRAÇÃO POR RAIOS X, BARRAGENS
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ABNT
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: 07 out. 2025.
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 2025 out. 07 ] 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 2025 out. 07 ] Available from: https://doi.org/10.28927/SR.413369
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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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: 07 out. 2025.
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 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
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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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: 07 out. 2025.
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 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
Artigo de periodico
Revisiting classical methods to identify collapsible soils (2015)
Vilar, Orêncio Monje ; Rodrigues, Roger Augusto
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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: 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
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.
Fonte: Soils and Rocks. Unidade: EP
Assuntos: 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: 07 out. 2025.
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 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
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
Fonte: Soils and Rocks. Unidade: EP
Assuntos: 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: 07 out. 2025.
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 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
Artigo de periodico
Proposal of an energy comparison system in the SPT (2014)
Barreto, Gilmar Wilian; Cintra, José Carlos Angelo; Aoki, Nelson
Fonte: 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: 07 out. 2025.
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 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
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
Fonte: Soils and Rocks. Unidade: EP
Assuntos: 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: 07 out. 2025.
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 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
Artigo de periodico
Theoretical and experimental studies on the resilience of driven piles (2014)
Massad, Faiçal
Fonte: Soils and Rocks. Unidade: EP
Assuntos: 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: 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

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