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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: 01 out. 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 out. 01 ] 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 out. 01 ] Available from: http://dx.doi.org/10.28927/SR.2024.000923
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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: 01 out. 2024.
APA
Jucá, J. F., Norberto, A., Santos Júnior, J. I. dos, & Marinho, F. A. M. (2021). Brasília municipal solid waste landfill: a case study on flow and slope stability. Soils and Rocks, 44( 3), e2021067321. doi:10.28927/SR.2021.067321
NLM
Jucá JF, Norberto A, Santos Júnior JI dos, Marinho FAM. Brasília municipal solid waste landfill: a case study on flow and slope stability [Internet]. Soils and Rocks. 2021 ; 44( 3): e2021067321.[citado 2024 out. 01 ] Available from: https://doi.org/10.28927/SR.2021.067321
Vancouver
Jucá JF, Norberto A, Santos Júnior JI dos, Marinho FAM. Brasília municipal solid waste landfill: a case study on flow and slope stability [Internet]. Soils and Rocks. 2021 ; 44( 3): e2021067321.[citado 2024 out. 01 ] Available from: https://doi.org/10.28927/SR.2021.067321
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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: 01 out. 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 out. 01 ] 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 out. 01 ] Available from: https://doi.org/10.28927/SR.431123
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DOMICIANO, Marcela Leão e SANTOS, Eder Carlos Guedes dos e SILVA, Jefferson Lins da. Geogrid mechanical damage caused by recycled construction and demolition waste (RCDW): influence of grain size distribution. Soils and Rocks, v. 43, n. Apr./Ju 2020, p. 231-246, 2020Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/1652582f-1cc5-4c12-8e99-9fc045244eb1/artigo%2002%20-%20Geogrid%20mechanical%20damage%20caused%20by%20Recycled%20Construction%20and%20Demolition%20Waste%20%28RCDW%29%20influence%20of%20grain%20size%20distribution%20%28SOILS%20%26%20ROCKS%29.pdf. Acesso em: 01 out. 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 out. 01 ] 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 out. 01 ] 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
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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: 01 out. 2024.
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 2024 out. 01 ] Available from: https://doi.org/10.28927/SR.431159
Vancouver
Korf EP, Prietto PDM, Silveira AA, Ulsen C, Consoli NC, Bragagnolo L. Modifications in the chemical and mineralogical composition of compacted mature residual soil submitted to the percolation of acidic leachates [Internet]. Soils and Rocks. 2020 ;43( Ja/Mar. 2020):159-167.[citado 2024 out. 01 ] Available from: https://doi.org/10.28927/SR.431159
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KORF, Eduardo Pavan et al. Porosity changes of compacted soil percolated with acidic leachate. Soils and Rocks, v. 41, n. 3, p. 369-377, 2018Tradução . . Disponível em: https://doi.org/10.28927/SR.413369. Acesso em: 01 out. 2024.
APA
Korf, E. P., Prietto, P. D. M., Silveira, A. A., Ulsen, C., & Bragagnolo, L. (2018). Porosity changes of compacted soil percolated with acidic leachate. Soils and Rocks, 41( 3), 369-377. doi:10.28927/SR.413369
NLM
Korf EP, Prietto PDM, Silveira AA, Ulsen C, Bragagnolo L. Porosity changes of compacted soil percolated with acidic leachate [Internet]. Soils and Rocks. 2018 ;41( 3): 369-377.[citado 2024 out. 01 ] Available from: https://doi.org/10.28927/SR.413369
Vancouver
Korf EP, Prietto PDM, Silveira AA, Ulsen C, Bragagnolo L. Porosity changes of compacted soil percolated with acidic leachate [Internet]. Soils and Rocks. 2018 ;41( 3): 369-377.[citado 2024 out. 01 ] Available from: https://doi.org/10.28927/SR.413369
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LUKIANTCHUKI, Juliana Azoia e BERNARDES, G. P e ESQUIVEL, Edmundo Rogério. Energy ratio (ER) for the standard penetration test based on measured field tests. Soils and Rocks, v. 40, n. 2, p. 77-91, 2017Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/65878028-9219-4b4f-8d42-097ec1bb6224/artigo%2004%20-%20Energy%20Ratio%20%28ER%29%20for%20the%20Standard%20Penetration%20Test%20Based%20on%20Measured%20Field%20Tests%20%28SOILS%20%26%20ROCKS%29.pdf. Acesso em: 01 out. 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 out. 01 ] 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 out. 01 ] 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
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ARAB, Paola Bruno e CELESTINO, Tarcísio Barreto. Influence of traverse velocity and pump pressure on the efficiency of abrasive waterjet for rock cutting. Soils and Rocks, v. 40, n. 3, p. Se/Dec. 2017, 2017Tradução . . Disponível em: https://doi.org/10.28927/SR.403255. Acesso em: 01 out. 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 out. 01 ] 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 out. 01 ] Available from: https://doi.org/10.28927/SR.403255
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SESTREM, L. P et al. Precipitation influence on the distribution of pore pressure and suction on a coastal hillside. Soils and Rocks, v. 38, n. 1, p. 81-92, 2015Tradução . . Disponível em: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf. Acesso em: 01 out. 2024.
APA
Sestrem, L. P., Kormann, A. C. M., Pretto, J. H. F., & Marinho, F. A. M. (2015). Precipitation influence on the distribution of pore pressure and suction on a coastal hillside. Soils and Rocks, 38( 1), 81-92. Recuperado de http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf
NLM
Sestrem LP, Kormann ACM, Pretto JHF, Marinho FAM. Precipitation influence on the distribution of pore pressure and suction on a coastal hillside [Internet]. Soils and Rocks. 2015 ; 38( 1): 81-92.[citado 2024 out. 01 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf
Vancouver
Sestrem LP, Kormann ACM, Pretto JHF, Marinho FAM. Precipitation influence on the distribution of pore pressure and suction on a coastal hillside [Internet]. Soils and Rocks. 2015 ; 38( 1): 81-92.[citado 2024 out. 01 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_081-092.pdf
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VILAR, Orêncio Monje e RODRIGUES, Roger Augusto. Revisiting classical methods to identify collapsible soils. Soils and Rocks, v. 38, n. 3, p. 265-278, 2015Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf. Acesso em: 01 out. 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 out. 01 ] 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 out. 01 ] Available from: https://repositorio.usp.br/directbitstream/3549383a-78f7-4b2f-8909-8387f1362a88/PROD_25629_SYSNO_3123580.pdf
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FUTAI, Marcos Massao e LACERDA, Willy Alvarenga e MARTINS, Adriana Paiva de Souza. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils. Soils and Rocks, v. 38, n. Ja/Apr. 2015, p. 9-25, 2015Tradução . . Disponível em: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf. Acesso em: 01 out. 2024.
APA
Futai, M. M., Lacerda, W. A., & Martins, A. P. de S. (2015). Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils. Soils and Rocks, 38( Ja/Apr. 2015), 9-25. Recuperado de http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
NLM
Futai MM, Lacerda WA, Martins AP de S. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils [Internet]. Soils and Rocks. 2015 ; 38( Ja/Apr. 2015): 9-25.[citado 2024 out. 01 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
Vancouver
Futai MM, Lacerda WA, Martins AP de S. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils [Internet]. Soils and Rocks. 2015 ; 38( Ja/Apr. 2015): 9-25.[citado 2024 out. 01 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
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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: 01 out. 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 out. 01 ] 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 out. 01 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR37-1_4.pdf
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VAN ELK, Ana Ghislane Henriques Pereira e MAÑAS, Luis Miguel Sopeña e BOSCOV, Maria Eugênia Gimenez. Field survey of compressibility of municipal solid waste. Soils and Rocks, v. 37, n. Ja/Apr. 2014, p. 85-95, 2014Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf. Acesso em: 01 out. 2024.
APA
Van Elk, A. G. H. P., Mañas, L. M. S., & Boscov, M. E. G. (2014). Field survey of compressibility of municipal solid waste. Soils and Rocks, 37( Ja/Apr. 2014), 85-95. Recuperado de https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf
NLM
Van Elk AGHP, Mañas LMS, Boscov MEG. Field survey of compressibility of municipal solid waste [Internet]. Soils and Rocks. 2014 ; 37( Ja/Apr. 2014): 85-95.[citado 2024 out. 01 ] Available from: https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf
Vancouver
Van Elk AGHP, Mañas LMS, Boscov MEG. Field survey of compressibility of municipal solid waste [Internet]. Soils and Rocks. 2014 ; 37( Ja/Apr. 2014): 85-95.[citado 2024 out. 01 ] Available from: https://repositorio.usp.br/directbitstream/e52f56b7-e228-4c14-8bcb-46076ee7df3a/Boscov_2013_field.pdf
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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: 01 out. 2024.
APA
Massad, F. (2014). Theoretical and experimental studies on the resilience of driven piles. Soils and Rocks, 37( 2), 113-132. Recuperado de https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf
NLM
Massad F. Theoretical and experimental studies on the resilience of driven piles [Internet]. Soils and Rocks. 2014 ; 37( 2): 113-132.[citado 2024 out. 01 ] Available from: https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf
Vancouver
Massad F. Theoretical and experimental studies on the resilience of driven piles [Internet]. Soils and Rocks. 2014 ; 37( 2): 113-132.[citado 2024 out. 01 ] Available from: https://repositorio.usp.br/directbitstream/18db04e9-c66e-4f87-9e34-156b19fe9553/Massad-2014-theoretical.pdf
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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: 01 out. 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 out. 01 ]
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 out. 01 ]
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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: 01 out. 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 out. 01 ]
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 out. 01 ]
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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: 01 out. 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 out. 01 ] 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 out. 01 ] 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
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: 01 out. 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 out. 01 ] 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 out. 01 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARINHO, Fernando A. M. e TEIXEIRA, Paula Fernanda. The use of a high capacity tensiometer for determining the soil water retention curve. Soils and Rocks, v. 32, n. 2, p. 91-96, 2009Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf. Acesso em: 01 out. 2024.
APA
Marinho, F. A. M., & Teixeira, P. F. (2009). The use of a high capacity tensiometer for determining the soil water retention curve. Soils and Rocks, 32( 2), 91-96. Recuperado de https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf
NLM
Marinho FAM, Teixeira PF. The use of a high capacity tensiometer for determining the soil water retention curve [Internet]. Soils and Rocks. 2009 ; 32( 2): 91-96.[citado 2024 out. 01 ] Available from: https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf
Vancouver
Marinho FAM, Teixeira PF. The use of a high capacity tensiometer for determining the soil water retention curve [Internet]. Soils and Rocks. 2009 ; 32( 2): 91-96.[citado 2024 out. 01 ] Available from: https://repositorio.usp.br/directbitstream/315b537c-6396-4442-8d4c-8b753155e527/3062660.pdf
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: 01 out. 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 out. 01 ]
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 out. 01 ]