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Artigo de periodico
Geological and geotechnical modeling for the organization and utilization of subsurface space in urban areas: an application to the São Paulo metropolitan area (2026)
Alvarenga, Joao Paulo Mantovani ; Iyomasa, Wilson Shoji ; Celestino, Tarcísio Barreto ; Monteiro, Marcelo Denser
Source: Soils and Rocks. Unidade: EESC
Subjects: GEOLOGIA, SIMULAÇÃO (APRENDIZAGEM), ESPAÇO URBANO, GEOTECNIA, REGIÃO METROPOLITANA
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ABNT
ALVARENGA, Joao Paulo Mantovani et al. Geological and geotechnical modeling for the organization and utilization of subsurface space in urban areas: an application to the São Paulo metropolitan area. Soils and Rocks, v. 49, n. 1, p. 1-8, 2026Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2026.000625. Acesso em: 22 abr. 2026.
APA
Alvarenga, J. P. M., Iyomasa, W. S., Celestino, T. B., & Monteiro, M. D. (2026). Geological and geotechnical modeling for the organization and utilization of subsurface space in urban areas: an application to the São Paulo metropolitan area. Soils and Rocks, 49( 1), 1-8. doi:10.28927/SR.2026.000625
NLM
Alvarenga JPM, Iyomasa WS, Celestino TB, Monteiro MD. Geological and geotechnical modeling for the organization and utilization of subsurface space in urban areas: an application to the São Paulo metropolitan area [Internet]. Soils and Rocks. 2026 ; 49( 1): 1-8.[citado 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2026.000625
Vancouver
Alvarenga JPM, Iyomasa WS, Celestino TB, Monteiro MD. Geological and geotechnical modeling for the organization and utilization of subsurface space in urban areas: an application to the São Paulo metropolitan area [Internet]. Soils and Rocks. 2026 ; 49( 1): 1-8.[citado 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2026.000625
Artigo de periodico
Probabilistic framework for characterising analytical model uncertainty in geosynthetic-reinforced soil walls (2026)
Santos, Marcell Gustavo Chagas; Silva, Jefferson Lins da ; Silverio, Gabriel da Silva ; Sanchez Ramirez, Bryan Robin
Source: Soils and Rocks. Unidade: EESC
Subjects: MUROS, GEOSSINTÉTICOS, GEOTECNIA
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ABNT
SANTOS, Marcell Gustavo Chagas et al. Probabilistic framework for characterising analytical model uncertainty in geosynthetic-reinforced soil walls. Soils and Rocks, v. 49, n. 3, p. 1-9, 2026Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2026.014725. Acesso em: 22 abr. 2026.
APA
Santos, M. G. C., Silva, J. L. da, Silverio, G. da S., & Sanchez Ramirez, B. R. (2026). Probabilistic framework for characterising analytical model uncertainty in geosynthetic-reinforced soil walls. Soils and Rocks, 49( 3), 1-9. doi:10.28927/SR.2026.014725
NLM
Santos MGC, Silva JL da, Silverio G da S, Sanchez Ramirez BR. Probabilistic framework for characterising analytical model uncertainty in geosynthetic-reinforced soil walls [Internet]. Soils and Rocks. 2026 ; 49( 3): 1-9.[citado 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2026.014725
Vancouver
Santos MGC, Silva JL da, Silverio G da S, Sanchez Ramirez BR. Probabilistic framework for characterising analytical model uncertainty in geosynthetic-reinforced soil walls [Internet]. Soils and Rocks. 2026 ; 49( 3): 1-9.[citado 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2026.014725
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
Source: Soils and Rocks. Unidade: EESC
Subjects: ESTACAS, SOLO TROPICAL, GEOTECNIA
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ABNT
CHRISTONI, Amanda Regina Foggiato et al. Effects of installation method on the behavior of driven piles and piles bored using a manual auger in tropical collapsible soil. Soils and Rocks, v. 48, n. 1, p. 1-9, 2025Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2025.002224. Acesso em: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2025.002224
Artigo de periodico
Foundation practice and design in Brazil: a brief review of past and future developments (2025)
Cunha, Renato Pinto da ; Kormann, Alessander Christopher Morales ; Gusmão, Alexandre Duarte ; Danziger, Bernadete Ragoni ; Chaves, Charles Pereira ; Tsuha, Cristina de Hollanda Cavalcanti ; Monteiro, Fernando Feitosa ; Saboya Junior, Fernando ; Lopes, Francisco de Rezende ; Bernardes, Heitor Cardoso ; Giacheti, Heraldo Luiz ; Aguiar, Marcos Fábio Porto de ; Sales, Maurício Martines ; Albuquerque, Paulo José Rocha de
Source: Soils and Rocks. Unidade: EESC
Subjects: FUNDAÇÕES (ENGENHARIA), GEOTECNIA
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ABNT
CUNHA, Renato Pinto da et al. Foundation practice and design in Brazil: a brief review of past and future developments. Soils and Rocks, v. 48, n. 3, p. 1-30, 2025Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2025.009824. Acesso em: 22 abr. 2026.
APA
Cunha, R. P. da, Kormann, A. C. M., Gusmão, A. D., Danziger, B. R., Chaves, C. P., Tsuha, C. de H. C., et al. (2025). Foundation practice and design in Brazil: a brief review of past and future developments. Soils and Rocks, 48( 3), 1-30. doi:10.28927/SR.2025.009824
NLM
Cunha RP da, Kormann ACM, Gusmão AD, Danziger BR, Chaves CP, Tsuha C de HC, Monteiro FF, Saboya Junior F, Lopes F de R, Bernardes HC, Giacheti HL, Aguiar MFP de, Sales MM, Albuquerque PJR de. Foundation practice and design in Brazil: a brief review of past and future developments [Internet]. Soils and Rocks. 2025 ; 48( 3): 1-30.[citado 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2025.009824
Vancouver
Cunha RP da, Kormann ACM, Gusmão AD, Danziger BR, Chaves CP, Tsuha C de HC, Monteiro FF, Saboya Junior F, Lopes F de R, Bernardes HC, Giacheti HL, Aguiar MFP de, Sales MM, Albuquerque PJR de. Foundation practice and design in Brazil: a brief review of past and future developments [Internet]. Soils and Rocks. 2025 ; 48( 3): 1-30.[citado 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2025.009824
Artigo de periodico
Three-dimensional geological and geotechnical models constructed by geostatistical interpolation (2025)
Xavier, Bruna Catarino ; Egydio-Silva, Marcos ; Sadowski, Georg Robert ; Yamamoto, Jorge Kazuo
Source: Soils and Rocks. Unidade: IGC
Subjects: GEOESTATÍSTICA, CARACTERIZAÇÃO TECNOLÓGICA DE ROCHAS
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ABNT
XAVIER, Bruna Catarino et al. Three-dimensional geological and geotechnical models constructed by geostatistical interpolation. Soils and Rocks, v. 49, n. 1, p. e 2026007822-, 2025Tradução . . Disponível em: https://doi.org/10.28927/SR.2026.007822. Acesso em: 22 abr. 2026.
APA
Xavier, B. C., Egydio-Silva, M., Sadowski, G. R., & Yamamoto, J. K. (2025). Three-dimensional geological and geotechnical models constructed by geostatistical interpolation. Soils and Rocks, 49( 1), e 2026007822-. doi:10.28927/SR.2026.007822
NLM
Xavier BC, Egydio-Silva M, Sadowski GR, Yamamoto JK. Three-dimensional geological and geotechnical models constructed by geostatistical interpolation [Internet]. Soils and Rocks. 2025 ; 49( 1): e 2026007822-.[citado 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.2026.007822
Vancouver
Xavier BC, Egydio-Silva M, Sadowski GR, Yamamoto JK. Three-dimensional geological and geotechnical models constructed by geostatistical interpolation [Internet]. Soils and Rocks. 2025 ; 49( 1): e 2026007822-.[citado 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.2026.007822
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
Source: Soils and Rocks. Unidade: EESC
Subjects: TÚNEIS, DEFORMAÇÃO ESTRUTURAL, SOLO ARENOSO, GEOTECNIA
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ABNT
CELESTINO, Tarcísio Barreto e VITALI, Felipe Paiva Magalhães e VITALI, Osvaldo Paiva Magalhães. The Milton Vargas lecture 2023 – shallow tunnels in cohesionless soils: ground behavior and building damage risks. Soils and Rocks, v. 48, n. 2, p. 1-18, 2025Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2025.003225. Acesso em: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] 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
Source: Soils and Rocks. Unidade: EESC
Subjects: GEOLOGIA DE ENGENHARIA, ENSINO, GEOTECNIA
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ABNT
RIBEIRO, Rogério Pinto e PEJON, Osni José e ZUQUETTE, Lázaro Valentin. Historical aspects and challenges of teaching engineering geology to engineering students. Soils and Rocks, v. 47, n. 2, p. 1-11, 2024Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2024.006223. Acesso em: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2024.006223
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
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
Source: Soils and Rocks. Unidade: EESC
Subjects: SISMICIDADE, SONDAGEM DOS SOLOS
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ABNT
ALMEIDA, Caio Henrique de Castro et al. Integrating downhole seismic testing into Dynamic Probing Light (DPL): first results. Soils and Rocks, v. 47, 2024Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2024.009223. Acesso em: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: http://dx.doi.org/10.28927/SR.2024.009223
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
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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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.2022.077421
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
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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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.2022.078221
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] 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
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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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.2021.067321
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] 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
Source: Soils and Rocks. Unidade: EP
Subjects: CIMENTO, COMPOSIÇÃO QUÍMICA, MINERALOGIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.431159
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.431123
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
Source: Soils and Rocks. Unidade: EP
Subjects: SOLOS, DIFRAÇÃO POR RAIOS X, BARRAGENS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.413369
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://doi.org/10.28927/SR.403255
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] 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
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: 22 abr. 2026.
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 2026 abr. 22 ] 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 2026 abr. 22 ] Available from: https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf

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