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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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, TÚNEIS, GEOTECNIA
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ABNT
VITALI, Felipe Paiva Magalhães et al. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels. Soils and Rocks, v. 47, n. 1, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.28927/SR.2024.000923. Acesso em: 02 nov. 2024.
APA
Vitali, F. P. M., Vitali, O. P. M., Bobet, A., & Celestino, T. B. (2024). FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels. Soils and Rocks, 47( 1), 1-12. doi:10.28927/SR.2024.000923
NLM
Vitali FPM, Vitali OPM, Bobet A, Celestino TB. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels [Internet]. Soils and Rocks. 2024 ; 47( 1): 1-12.[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
Vancouver
Vitali FPM, Vitali OPM, Bobet A, Celestino TB. FEM modeling requirements for accurate analysis of highly nonlinear shallow tunnels [Internet]. Soils and Rocks. 2024 ; 47( 1): 1-12.[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
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: 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
Fonte: Soils and Rocks. Unidades: EP, EESC
Assuntos: ENERGIA, ESTACAS DE AÇO, CLIMATIZAÇÃO, GEOTECNIA
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ABNT
SÁ, Letícia Menezes Santos et al. Thermal design of energy piles for a hotel building in subtropical climate: a case study in São Paulo, Brazil. Soils and Rocks, v. 45, n. 1, p. 1-14, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.077421. Acesso em: 02 nov. 2024.
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
Fonte: Soils and Rocks. Unidades: EP, EESC
Assuntos: AR CONDICIONADO, CONSUMO DE ENERGIA ELÉTRICA, GEOTECNIA
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ABNT
ALMEIDA, Caique Roberto de et al. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil. Soils and Rocks, v. 45, n. 1, p. 1-12, 2022Tradução . . Disponível em: https://doi.org/10.28927/SR.2022.076621. Acesso em: 02 nov. 2024.
APA
Almeida, C. R. de, Albuquerque Neto, C., Tsuha, C. de H. C., & Boscov, M. E. G. (2022). Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil. Soils and Rocks, 45( 1), 1-12. doi:10.28927/SR.2022.076621
NLM
Almeida CR de, Albuquerque Neto C, Tsuha C de HC, Boscov MEG. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-12.[citado 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.2022.076621
Vancouver
Almeida CR de, Albuquerque Neto C, Tsuha C de HC, Boscov MEG. Numerical study on heat transfer performance of geothermal piles in a Brazilian sandy soil [Internet]. Soils and Rocks. 2022 ; 45( 1): 1-12.[citado 2024 nov. 02 ] Available from: https://doi.org/10.28927/SR.2022.076621
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: 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
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: 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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: ENSAIOS DE PENETRAÇÃO, FUNDAÇÕES (ENGENHARIA), ENERGIA, GEOTECNIA
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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
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: 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
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: 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
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
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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
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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: 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
Modeling the influence of biodegradation on sanitary landfill settlements (2009)
Machado, Sandro Lemos; Carvalho, Miriam de Fátima; Vilar, Orencio Monje
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: BIODEGRADAÇÃO, RESÍDUOS URBANOS, CLARIFICAÇÃO, GEOLOGIA ESTRUTURAL, MODELOS MATEMÁTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MACHADO, Sandro Lemos e CARVALHO, Miriam de Fátima e VILAR, Orencio Monje. Modeling the influence of biodegradation on sanitary landfill settlements. Soils and Rocks, v. 32, n. 3, p. 123-134, 2009Tradução . . Acesso em: 02 nov. 2024.
APA
Machado, S. L., Carvalho, M. de F., & Vilar, O. M. (2009). Modeling the influence of biodegradation on sanitary landfill settlements. Soils and Rocks, 32( 3), 123-134.
NLM
Machado SL, Carvalho M de F, Vilar OM. Modeling the influence of biodegradation on sanitary landfill settlements. Soils and Rocks. 2009 ; 32( 3): 123-134.[citado 2024 nov. 02 ]
Vancouver
Machado SL, Carvalho M de F, Vilar OM. Modeling the influence of biodegradation on sanitary landfill settlements. Soils and Rocks. 2009 ; 32( 3): 123-134.[citado 2024 nov. 02 ]
Artigo de periodico
Mineralogical characteristics of "entablature" and "colonnade" basalt occurrences in the northern portion of the Paraná basin, Brazil (2008)
Gomes, Ronaldo Lima; Rodrigues, José Eduardo
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: AGREGADOS, BASALTO, MATERIAIS DE CONSTRUÇÃO, MINERALOGIA DO SOLO (CARACTERÍSTICAS)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GOMES, Ronaldo Lima e RODRIGUES, José Eduardo. Mineralogical characteristics of "entablature" and "colonnade" basalt occurrences in the northern portion of the Paraná basin, Brazil. Soils and Rocks, v. 31, n. 2, p. 95-105, 2008Tradução . . Acesso em: 02 nov. 2024.
APA
Gomes, R. L., & Rodrigues, J. E. (2008). Mineralogical characteristics of "entablature" and "colonnade" basalt occurrences in the northern portion of the Paraná basin, Brazil. Soils and Rocks, 31( 2), 95-105.
NLM
Gomes RL, Rodrigues JE. Mineralogical characteristics of "entablature" and "colonnade" basalt occurrences in the northern portion of the Paraná basin, Brazil. Soils and Rocks. 2008 ; 31( 2): 95-105.[citado 2024 nov. 02 ]
Vancouver
Gomes RL, Rodrigues JE. Mineralogical characteristics of "entablature" and "colonnade" basalt occurrences in the northern portion of the Paraná basin, Brazil. Soils and Rocks. 2008 ; 31( 2): 95-105.[citado 2024 nov. 02 ]
Artigo de periodico
Soil landslide risk charts of the urban area of Ponte Nova-MG (2008)
Natali, Pedro Paulo; Lima, Dario Cardoso de; Marques, Eduardo Antonio Gomes; Calijuri, Maria Lúcia; Bueno, Benedito de Souza; Pinto, Fernando Alves; Trindade, Tiago Pinto da
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: GEOLOGIA AMBIENTAL, DESLIZAMENTO DE TERRA, ESPAÇO URBANO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NATALI, Pedro Paulo et al. Soil landslide risk charts of the urban area of Ponte Nova-MG. Soils and Rocks, v. 31, n. Ja/Apr. 2008, p. 85-93, 2008Tradução . . Acesso em: 02 nov. 2024.
APA
Natali, P. P., Lima, D. C. de, Marques, E. A. G., Calijuri, M. L., Bueno, B. de S., Pinto, F. A., & Trindade, T. P. da. (2008). Soil landslide risk charts of the urban area of Ponte Nova-MG. Soils and Rocks, 31( Ja/Apr. 2008), 85-93.
NLM
Natali PP, Lima DC de, Marques EAG, Calijuri ML, Bueno B de S, Pinto FA, Trindade TP da. Soil landslide risk charts of the urban area of Ponte Nova-MG. Soils and Rocks. 2008 ; 31( Ja/Apr. 2008): 85-93.[citado 2024 nov. 02 ]
Vancouver
Natali PP, Lima DC de, Marques EAG, Calijuri ML, Bueno B de S, Pinto FA, Trindade TP da. Soil landslide risk charts of the urban area of Ponte Nova-MG. Soils and Rocks. 2008 ; 31( Ja/Apr. 2008): 85-93.[citado 2024 nov. 02 ]
Artigo de periodico
An expedite method to predict the shear strength of unsaturated soils (2007)
Vilar, Orêncio Monje
Fonte: Soils and Rocks. Unidade: EESC
Assunto: SOLO NÃO SATURADO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VILAR, Orêncio Monje. An expedite method to predict the shear strength of unsaturated soils. Soils and Rocks, v. 30, n. Ja/Apr. 2007, p. 51-61, 2007Tradução . . Acesso em: 02 nov. 2024.
APA
Vilar, O. M. (2007). An expedite method to predict the shear strength of unsaturated soils. Soils and Rocks, 30( Ja/Apr. 2007), 51-61.
NLM
Vilar OM. An expedite method to predict the shear strength of unsaturated soils. Soils and Rocks. 2007 ; 30( Ja/Apr. 2007): 51-61.[citado 2024 nov. 02 ]
Vancouver
Vilar OM. An expedite method to predict the shear strength of unsaturated soils. Soils and Rocks. 2007 ; 30( Ja/Apr. 2007): 51-61.[citado 2024 nov. 02 ]
Artigo de periodico
Dynamic plate load tests (2007)
Moraes, Luciene Santos de; Cintra, José Carlos Angelo; Aoki, Nelson
Fonte: Soils and Rocks. Unidade: EESC
Assuntos: SOLOS, MECÂNICA DOS SOLOS, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MORAES, Luciene Santos de e CINTRA, José Carlos Angelo e AOKI, Nelson. Dynamic plate load tests. Soils and Rocks, v. 30, n. 2, p. 113-122, 2007Tradução . . Acesso em: 02 nov. 2024.
APA
Moraes, L. S. de, Cintra, J. C. A., & Aoki, N. (2007). Dynamic plate load tests. Soils and Rocks, 30( 2), 113-122.
NLM
Moraes LS de, Cintra JCA, Aoki N. Dynamic plate load tests. Soils and Rocks. 2007 ; 30( 2): 113-122.[citado 2024 nov. 02 ]
Vancouver
Moraes LS de, Cintra JCA, Aoki N. Dynamic plate load tests. Soils and Rocks. 2007 ; 30( 2): 113-122.[citado 2024 nov. 02 ]

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