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  • Source: Engineering Geology. Unidade: EESC

    Subjects: ANCORAGEM, INTEMPERISMO, ARENITO, GEOTECNIA

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      MONTICELLI, João Paulo e RIBEIRO, Rogério Pinto. Rock anchor testing on sandstone from the Botucatu formation, Paraná river basin, Brazil: insights for climbing safety procedures at the Corumbataí geopark project. Engineering Geology, v. 341, p. 1-17, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.enggeo.2024.107698. Acesso em: 06 nov. 2024.
    • APA

      Monticelli, J. P., & Ribeiro, R. P. (2024). Rock anchor testing on sandstone from the Botucatu formation, Paraná river basin, Brazil: insights for climbing safety procedures at the Corumbataí geopark project. Engineering Geology, 341, 1-17. doi:10.1016/j.enggeo.2024.107698
    • NLM

      Monticelli JP, Ribeiro RP. Rock anchor testing on sandstone from the Botucatu formation, Paraná river basin, Brazil: insights for climbing safety procedures at the Corumbataí geopark project [Internet]. Engineering Geology. 2024 ; 341 1-17.[citado 2024 nov. 06 ] Available from: http://dx.doi.org/10.1016/j.enggeo.2024.107698
    • Vancouver

      Monticelli JP, Ribeiro RP. Rock anchor testing on sandstone from the Botucatu formation, Paraná river basin, Brazil: insights for climbing safety procedures at the Corumbataí geopark project [Internet]. Engineering Geology. 2024 ; 341 1-17.[citado 2024 nov. 06 ] Available from: http://dx.doi.org/10.1016/j.enggeo.2024.107698
  • Source: International Journal of Geosynthetics and Ground Engineering. Unidade: EESC

    Subjects: GEOMEMBRANAS, REJEITOS DE MINERAÇÃO, DEFORMAÇÃO ESTRUTURAL, GEOTECNIA

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      PEDROSO, Gabriel Orquizas Mattielo e SILVA, Jefferson Lins da. Evaluation of diferent protection systems to control the geomembrane deformations in liner applications. International Journal of Geosynthetics and Ground Engineering, v. 9, p. 1-11, 2023Tradução . . Disponível em: https://doi.org/10.1007/s40891-023-00455-w. Acesso em: 06 nov. 2024.
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      Pedroso, G. O. M., & Silva, J. L. da. (2023). Evaluation of diferent protection systems to control the geomembrane deformations in liner applications. International Journal of Geosynthetics and Ground Engineering, 9, 1-11. doi:10.1007/s40891-023-00455-w
    • NLM

      Pedroso GOM, Silva JL da. Evaluation of diferent protection systems to control the geomembrane deformations in liner applications [Internet]. International Journal of Geosynthetics and Ground Engineering. 2023 ; 9 1-11.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s40891-023-00455-w
    • Vancouver

      Pedroso GOM, Silva JL da. Evaluation of diferent protection systems to control the geomembrane deformations in liner applications [Internet]. International Journal of Geosynthetics and Ground Engineering. 2023 ; 9 1-11.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s40891-023-00455-w
  • Source: Earth Sciences Research Journal. Unidade: EESC

    Subjects: SOLO RESIDUAL, REVESTIMENTOS, GEOTECNIA

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      MARQUES, Jéssica Pelinsom et al. Adsorption of lead (Pb) in weathered tropical soil (Ribeira Valley region - Brazil). Earth Sciences Research Journal, v. 23, n. 4, p. 385-395, 2019Tradução . . Disponível em: https://doi.org/10.15446/esrj.v23n4.77869. Acesso em: 06 nov. 2024.
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      Marques, J. P., Silva, E. A. F. da, Patinha, C., Kasemodel, M. C., & Rodrigues, V. G. S. (2019). Adsorption of lead (Pb) in weathered tropical soil (Ribeira Valley region - Brazil). Earth Sciences Research Journal, 23( 4), 385-395. doi:10.15446/esrj.v23n4.77869
    • NLM

      Marques JP, Silva EAF da, Patinha C, Kasemodel MC, Rodrigues VGS. Adsorption of lead (Pb) in weathered tropical soil (Ribeira Valley region - Brazil) [Internet]. Earth Sciences Research Journal. 2019 ; 23( 4): 385-395.[citado 2024 nov. 06 ] Available from: https://doi.org/10.15446/esrj.v23n4.77869
    • Vancouver

      Marques JP, Silva EAF da, Patinha C, Kasemodel MC, Rodrigues VGS. Adsorption of lead (Pb) in weathered tropical soil (Ribeira Valley region - Brazil) [Internet]. Earth Sciences Research Journal. 2019 ; 23( 4): 385-395.[citado 2024 nov. 06 ] Available from: https://doi.org/10.15446/esrj.v23n4.77869
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: ACÚSTICA, FRATURA DAS ESTRUTURAS, PETROGRAFIA, GEOTECNIA

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      RODRÍGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks. Engineering Fracture Mechanics, v. 210, p. 54-69, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2018.06.027. Acesso em: 06 nov. 2024.
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      Rodríguez, P., & Celestino, T. B. (2019). Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks. Engineering Fracture Mechanics, 210, 54-69. doi:10.1016/j.engfracmech.2018.06.027
    • NLM

      Rodríguez P, Celestino TB. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks [Internet]. Engineering Fracture Mechanics. 2019 ; 210 54-69.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.engfracmech.2018.06.027
    • Vancouver

      Rodríguez P, Celestino TB. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks [Internet]. Engineering Fracture Mechanics. 2019 ; 210 54-69.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.engfracmech.2018.06.027
  • Source: Stochastic Environmental Research and Risk Assessment. Unidade: EESC

    Subjects: CONDUTIVIDADE HIDRÁULICA DO SOLO, VARIABILIDADE ESPACIAL, COLUNAS, ANÁLISE ESTOCÁSTICA, GEOTECNIA

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      GODOY, Vanessa Almeida de e ZUQUETTE, Lázaro Valentin e GÓMEZ HERNÁNDEZ, José Jaime. Stochastic upscaling of hydrodynamic dispersion and retardation factor in a physically and chemically heterogeneous tropical soil. Stochastic Environmental Research and Risk Assessment, v. 33, p. 201-216, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00477-018-1624-z. Acesso em: 06 nov. 2024.
    • APA

      Godoy, V. A. de, Zuquette, L. V., & Gómez Hernández, J. J. (2019). Stochastic upscaling of hydrodynamic dispersion and retardation factor in a physically and chemically heterogeneous tropical soil. Stochastic Environmental Research and Risk Assessment, 33, 201-216. doi:10.1007/s00477-018-1624-z
    • NLM

      Godoy VA de, Zuquette LV, Gómez Hernández JJ. Stochastic upscaling of hydrodynamic dispersion and retardation factor in a physically and chemically heterogeneous tropical soil [Internet]. Stochastic Environmental Research and Risk Assessment. 2019 ; 33 201-216.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s00477-018-1624-z
    • Vancouver

      Godoy VA de, Zuquette LV, Gómez Hernández JJ. Stochastic upscaling of hydrodynamic dispersion and retardation factor in a physically and chemically heterogeneous tropical soil [Internet]. Stochastic Environmental Research and Risk Assessment. 2019 ; 33 201-216.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s00477-018-1624-z
  • Source: Engineering Geology. Unidade: EESC

    Subjects: SOLO TROPICAL, COLUNAS, CONDUTIVIDADE HIDRÁULICA DO SOLO, GEOTECNIA

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      GODOY, Vanessa Almeida de e ZUQUETTE, Lázaro Valentin e GÓMEZ HERNÁNDEZ, José Jaime. Scale effect on hydraulic conductivity and solute transport: small and largescale laboratory experiments and field experiments. Engineering Geology, v. 243, p. 196-205, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.enggeo.2018.06.020. Acesso em: 06 nov. 2024.
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      Godoy, V. A. de, Zuquette, L. V., & Gómez Hernández, J. J. (2018). Scale effect on hydraulic conductivity and solute transport: small and largescale laboratory experiments and field experiments. Engineering Geology, 243, 196-205. doi:10.1016/j.enggeo.2018.06.020
    • NLM

      Godoy VA de, Zuquette LV, Gómez Hernández JJ. Scale effect on hydraulic conductivity and solute transport: small and largescale laboratory experiments and field experiments [Internet]. Engineering Geology. 2018 ; 243 196-205.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.enggeo.2018.06.020
    • Vancouver

      Godoy VA de, Zuquette LV, Gómez Hernández JJ. Scale effect on hydraulic conductivity and solute transport: small and largescale laboratory experiments and field experiments [Internet]. Engineering Geology. 2018 ; 243 196-205.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.enggeo.2018.06.020
  • Source: Earth Sciences Research Journal. Unidade: EESC

    Subjects: CONDUTIVIDADE HIDRÁULICA DO SOLO, COLUNAS, GEOTECNIA

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      GODOY, Vanessa Almeida de e NAPA GARCÍA, Gian Franco e ZUQUETTE, Lázaro Valentin. Determination of the sodium retardation factor using different methods: analysis of their characteristics and impact on the solute movement prediction in a structured Brazilian soil. Earth Sciences Research Journal, v. 22, n. 4, p. 281-289, 2018Tradução . . Disponível em: https://doi.org/10.15446/esrj.v22n4.68100. Acesso em: 06 nov. 2024.
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      Godoy, V. A. de, Napa García, G. F., & Zuquette, L. V. (2018). Determination of the sodium retardation factor using different methods: analysis of their characteristics and impact on the solute movement prediction in a structured Brazilian soil. Earth Sciences Research Journal, 22( 4), 281-289. doi:10.15446/esrj.v22n4.68100
    • NLM

      Godoy VA de, Napa García GF, Zuquette LV. Determination of the sodium retardation factor using different methods: analysis of their characteristics and impact on the solute movement prediction in a structured Brazilian soil [Internet]. Earth Sciences Research Journal. 2018 ; 22( 4): 281-289.[citado 2024 nov. 06 ] Available from: https://doi.org/10.15446/esrj.v22n4.68100
    • Vancouver

      Godoy VA de, Napa García GF, Zuquette LV. Determination of the sodium retardation factor using different methods: analysis of their characteristics and impact on the solute movement prediction in a structured Brazilian soil [Internet]. Earth Sciences Research Journal. 2018 ; 22( 4): 281-289.[citado 2024 nov. 06 ] Available from: https://doi.org/10.15446/esrj.v22n4.68100
  • Source: Engineering Geology. Unidade: EESC

    Subjects: INFILTRAÇÃO SUPERFICIAL, GEOLOGIA, ZONEAMENTO, GEOTECNIA

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      FAILACHE, Moisés Furtado e ZUQUETTE, Lázaro Valentin. Geological and geotechnical land zoning for potential Hortonian overland flow in a basin in southern Brazil. Engineering Geology, v. 246, p. 107-122, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.enggeo.2018.09.032. Acesso em: 06 nov. 2024.
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      Failache, M. F., & Zuquette, L. V. (2018). Geological and geotechnical land zoning for potential Hortonian overland flow in a basin in southern Brazil. Engineering Geology, 246, 107-122. doi:10.1016/j.enggeo.2018.09.032
    • NLM

      Failache MF, Zuquette LV. Geological and geotechnical land zoning for potential Hortonian overland flow in a basin in southern Brazil [Internet]. Engineering Geology. 2018 ; 246 107-122.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.enggeo.2018.09.032
    • Vancouver

      Failache MF, Zuquette LV. Geological and geotechnical land zoning for potential Hortonian overland flow in a basin in southern Brazil [Internet]. Engineering Geology. 2018 ; 246 107-122.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.enggeo.2018.09.032
  • Source: Quarterly Journal of Engineering Geology and Hydrogeology. Unidade: EESC

    Assunto: ARGILAS

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      PEREIRA, Eliana Martins e PEJON, Osni José e ZUQUETTE, Lázaro Valentin. Swelling tests on material from the Guabirotuba formation, Parana, Brazil, with suction control. Quarterly Journal of Engineering Geology and Hydrogeology, v. No 2012, n. 4, p. 71-78, 2012Tradução . . Disponível em: https://doi.org/10.1144/1470-9236/10-004. Acesso em: 06 nov. 2024.
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      Pereira, E. M., Pejon, O. J., & Zuquette, L. V. (2012). Swelling tests on material from the Guabirotuba formation, Parana, Brazil, with suction control. Quarterly Journal of Engineering Geology and Hydrogeology, No 2012( 4), 71-78. doi:10.1144/1470-9236/10-004
    • NLM

      Pereira EM, Pejon OJ, Zuquette LV. Swelling tests on material from the Guabirotuba formation, Parana, Brazil, with suction control [Internet]. Quarterly Journal of Engineering Geology and Hydrogeology. 2012 ; No 2012( 4): 71-78.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1144/1470-9236/10-004
    • Vancouver

      Pereira EM, Pejon OJ, Zuquette LV. Swelling tests on material from the Guabirotuba formation, Parana, Brazil, with suction control [Internet]. Quarterly Journal of Engineering Geology and Hydrogeology. 2012 ; No 2012( 4): 71-78.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1144/1470-9236/10-004
  • Source: Environmental Earth Sciences. Unidades: IAG, EESC

    Subjects: POLARIZAÇÃO, RESÍDUOS, CONTAMINAÇÃO, POLUIÇÃO AMBIENTAL

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      USTRA, Andréa Teixeira et al. Case study: a 3D resistivity and induced polarization imaging from downstream a waste disposal site in Brazil. Environmental Earth Sciences, v. 66, n. 3, p. 763-772, 2012Tradução . . Disponível em: https://doi.org/10.1007/s12665-011-1284-5. Acesso em: 06 nov. 2024.
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      Ustra, A. T., Elis, V. R., Mondelli, G., Zuquette, L. V., & Giacheti, H. L. (2012). Case study: a 3D resistivity and induced polarization imaging from downstream a waste disposal site in Brazil. Environmental Earth Sciences, 66( 3), 763-772. doi:10.1007/s12665-011-1284-5
    • NLM

      Ustra AT, Elis VR, Mondelli G, Zuquette LV, Giacheti HL. Case study: a 3D resistivity and induced polarization imaging from downstream a waste disposal site in Brazil [Internet]. Environmental Earth Sciences. 2012 ; 66( 3): 763-772.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s12665-011-1284-5
    • Vancouver

      Ustra AT, Elis VR, Mondelli G, Zuquette LV, Giacheti HL. Case study: a 3D resistivity and induced polarization imaging from downstream a waste disposal site in Brazil [Internet]. Environmental Earth Sciences. 2012 ; 66( 3): 763-772.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s12665-011-1284-5
  • Source: Química Nova. Unidades: EESC, IGC

    Subjects: CONTAMINAÇÃO, METAIS, SEDIMENTOLOGIA, RESÍDUOS, MINERAÇÃO

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      RODRIGUES, Valéria Guimarães Silvestre et al. Uso do bivalve límnico Anodontites tenebricosus (LEA, 1834) no biomonitoramento de metais do rio Ribeira de Iguape. Química Nova, v. 35, n. 3, p. 454-459, 2012Tradução . . Disponível em: https://doi.org/10.1590/s0100-40422012000300003. Acesso em: 06 nov. 2024.
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      Rodrigues, V. G. S., Fujikawa, A., Abessa, D. M. de S., Hortellani, M. A., Sarkis, J. E. S., & Sígolo, J. B. (2012). Uso do bivalve límnico Anodontites tenebricosus (LEA, 1834) no biomonitoramento de metais do rio Ribeira de Iguape. Química Nova, 35( 3), 454-459. doi:10.1590/s0100-40422012000300003
    • NLM

      Rodrigues VGS, Fujikawa A, Abessa DM de S, Hortellani MA, Sarkis JES, Sígolo JB. Uso do bivalve límnico Anodontites tenebricosus (LEA, 1834) no biomonitoramento de metais do rio Ribeira de Iguape [Internet]. Química Nova. 2012 ; 35( 3): 454-459.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1590/s0100-40422012000300003
    • Vancouver

      Rodrigues VGS, Fujikawa A, Abessa DM de S, Hortellani MA, Sarkis JES, Sígolo JB. Uso do bivalve límnico Anodontites tenebricosus (LEA, 1834) no biomonitoramento de metais do rio Ribeira de Iguape [Internet]. Química Nova. 2012 ; 35( 3): 454-459.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1590/s0100-40422012000300003
  • Source: O Mundo da Saúde. Unidades: IGC, EESC

    Subjects: TOXICIDADE DO SOLO, SEDIMENTOLOGIA, ÁGUA (CONTROLE DE QUALIDADE), MINERAÇÃO

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      ABESSA, Denis Moledo de Souza et al. Toxicidade de águas e sedimentos em um rio afetado por atividades mineradoras pretéritas. O Mundo da Saúde, v. 36, n. 4, p. 610-618, 2012Tradução . . Disponível em: https://doi.org/10.15343/0104-7809.2012364610618. Acesso em: 06 nov. 2024.
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      Abessa, D. M. de S., Morais, L. G., Perina, F. C., Davanso, M. B., Buruaem, L. M., Martins, L. M. de P., et al. (2012). Toxicidade de águas e sedimentos em um rio afetado por atividades mineradoras pretéritas. O Mundo da Saúde, 36( 4), 610-618. doi:10.15343/0104-7809.2012364610618
    • NLM

      Abessa DM de S, Morais LG, Perina FC, Davanso MB, Buruaem LM, Martins LM de P, Sígolo JB, Rodrigues VGS. Toxicidade de águas e sedimentos em um rio afetado por atividades mineradoras pretéritas [Internet]. O Mundo da Saúde. 2012 ; 36( 4): 610-618.[citado 2024 nov. 06 ] Available from: https://doi.org/10.15343/0104-7809.2012364610618
    • Vancouver

      Abessa DM de S, Morais LG, Perina FC, Davanso MB, Buruaem LM, Martins LM de P, Sígolo JB, Rodrigues VGS. Toxicidade de águas e sedimentos em um rio afetado por atividades mineradoras pretéritas [Internet]. O Mundo da Saúde. 2012 ; 36( 4): 610-618.[citado 2024 nov. 06 ] Available from: https://doi.org/10.15343/0104-7809.2012364610618
  • Source: Soils and Foundations. Unidade: EESC

    Subjects: CARREGAMENTO CÍCLICO, TENSÃO DOS MATERIAIS, DESLOCAMENTO (GEOLOGIA ESTRUTURAL)

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      TSUHA, Cristina de Hollanda Cavalcanti et al. Behaviour of displacement piles in sand under cyclic axial loading. Soils and Foundations, v. 52, n. 3, p. 393-410, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.sandf.2012.05.002. Acesso em: 06 nov. 2024.
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      Tsuha, C. de H. C., Foray, P. Y., Jardine, R. J., Zhongxuan, Y., Silva, M., & Rimoy, S. (2012). Behaviour of displacement piles in sand under cyclic axial loading. Soils and Foundations, 52( 3), 393-410. doi:10.1016/j.sandf.2012.05.002
    • NLM

      Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Behaviour of displacement piles in sand under cyclic axial loading [Internet]. Soils and Foundations. 2012 ; 52( 3): 393-410.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.sandf.2012.05.002
    • Vancouver

      Tsuha C de HC, Foray PY, Jardine RJ, Zhongxuan Y, Silva M, Rimoy S. Behaviour of displacement piles in sand under cyclic axial loading [Internet]. Soils and Foundations. 2012 ; 52( 3): 393-410.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.sandf.2012.05.002
  • Source: Geotechnical Testing Journal. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, ARGILAS, ATERROS, PERMEABILIDADE DE ROCHAS

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      PITANGA, Heraldo Nunes e PIERSON, Patrick e VILAR, Orencio Monje. Measurement of gas permeability in geosynthetic clay liners in transient flow mode. Geotechnical Testing Journal, v. 34, n. Ja 2011, p. 1-7, 2011Tradução . . Disponível em: https://doi.org/10.1520/GTJ103000. Acesso em: 06 nov. 2024.
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      Pitanga, H. N., Pierson, P., & Vilar, O. M. (2011). Measurement of gas permeability in geosynthetic clay liners in transient flow mode. Geotechnical Testing Journal, 34( Ja 2011), 1-7. doi:10.1520/GTJ103000
    • NLM

      Pitanga HN, Pierson P, Vilar OM. Measurement of gas permeability in geosynthetic clay liners in transient flow mode [Internet]. Geotechnical Testing Journal. 2011 ; 34( Ja 2011): 1-7.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1520/GTJ103000
    • Vancouver

      Pitanga HN, Pierson P, Vilar OM. Measurement of gas permeability in geosynthetic clay liners in transient flow mode [Internet]. Geotechnical Testing Journal. 2011 ; 34( Ja 2011): 1-7.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1520/GTJ103000
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO NÃO SATURADO, ENSAIOS DOS SOLOS

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      VILAR, Orencio Monje e RODRIGUES, Roger Augusto. Collapse behavior of soil in a Brazilian region affected by a rising water table. Canadian Geotechnical Journal, v. 48, n. 2, p. 226-233, 2011Tradução . . Disponível em: https://doi.org/10.1139/T10-065. Acesso em: 06 nov. 2024.
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      Vilar, O. M., & Rodrigues, R. A. (2011). Collapse behavior of soil in a Brazilian region affected by a rising water table. Canadian Geotechnical Journal, 48( 2), 226-233. doi:10.1139/T10-065
    • NLM

      Vilar OM, Rodrigues RA. Collapse behavior of soil in a Brazilian region affected by a rising water table [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 226-233.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T10-065
    • Vancouver

      Vilar OM, Rodrigues RA. Collapse behavior of soil in a Brazilian region affected by a rising water table [Internet]. Canadian Geotechnical Journal. 2011 ; 48( 2): 226-233.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T10-065
  • Source: Geotechnical Testing Journal. Unidade: EESC

    Subjects: SOLO RESIDUAL, SOLO NÃO SATURADO

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      REIS, Rodrigo Martins et al. Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal, v. 34, n. 3, p. 1-9, 2011Tradução . . Acesso em: 06 nov. 2024.
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      Reis, R. M., Azevedo, R. F. de, Botelho, B. S., & Vilar, O. M. (2011). Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal, 34( 3), 1-9.
    • NLM

      Reis RM, Azevedo RF de, Botelho BS, Vilar OM. Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal. 2011 ; 34( 3): 1-9.[citado 2024 nov. 06 ]
    • Vancouver

      Reis RM, Azevedo RF de, Botelho BS, Vilar OM. Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal. 2011 ; 34( 3): 1-9.[citado 2024 nov. 06 ]
  • Source: Géotechnique : the international journal of soil mechanics. Unidade: EESC

    Subjects: SOLOS, GEOLOGIA ESTRUTURAL

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      ZHONGXUAN, Yang et al. Sand grain crushing and interface shearing during displacement pile installation in sand. Géotechnique : the international journal of soil mechanics, v. 60, n. 6, p. 469-482, 2010Tradução . . Disponível em: https://doi.org/10.1680/geot.2010.60.6.469. Acesso em: 06 nov. 2024.
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      Zhongxuan, Y., Jardine, R. J., Zhu, B. T., Foray, P. Y., & Tsuha, C. de H. C. (2010). Sand grain crushing and interface shearing during displacement pile installation in sand. Géotechnique : the international journal of soil mechanics, 60( 6), 469-482. doi:10.1680/geot.2010.60.6.469
    • NLM

      Zhongxuan Y, Jardine RJ, Zhu BT, Foray PY, Tsuha C de HC. Sand grain crushing and interface shearing during displacement pile installation in sand [Internet]. Géotechnique : the international journal of soil mechanics. 2010 ; 60( 6): 469-482.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1680/geot.2010.60.6.469
    • Vancouver

      Zhongxuan Y, Jardine RJ, Zhu BT, Foray PY, Tsuha C de HC. Sand grain crushing and interface shearing during displacement pile installation in sand [Internet]. Géotechnique : the international journal of soil mechanics. 2010 ; 60( 6): 469-482.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1680/geot.2010.60.6.469
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: FUNDAÇÕES OFFSHORE, FUNDAÇÕES PROFUNDAS, AREIA

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      TSUHA, Cristina de Hollanda Cavalcanti e AOKI, Nelson. Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, v. 47, n. 6, p. 635-647, 2010Tradução . . Disponível em: https://doi.org/10.1139/T09-128. Acesso em: 06 nov. 2024.
    • APA

      Tsuha, C. de H. C., & Aoki, N. (2010). Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal, 47( 6), 635-647. doi:10.1139/T09-128
    • NLM

      Tsuha C de HC, Aoki N. Relationship between installation torque and uplift capacity of deep helical piles in sand [Internet]. Canadian Geotechnical Journal. 2010 ; 47( 6): 635-647.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T09-128
    • Vancouver

      Tsuha C de HC, Aoki N. Relationship between installation torque and uplift capacity of deep helical piles in sand [Internet]. Canadian Geotechnical Journal. 2010 ; 47( 6): 635-647.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/T09-128
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: POLUIÇÃO, MAPEAMENTO GEOLÓGICO

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      ZUQUETTE, Lázaro Valentin e PALMA, Janaina Barrios e PEJON, Osni José. Methodology to assess groundwater pollution conditions (current and pre-disposition) in the São Carlos and Ribeirão Preto regions, Brazil. Bulletin of Engineering Geology and the Environment, v. 68, n. 1, p. 117-136, 2009Tradução . . Disponível em: https://doi.org/10.1007/s10064-008-0173-y. Acesso em: 06 nov. 2024.
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      Zuquette, L. V., Palma, J. B., & Pejon, O. J. (2009). Methodology to assess groundwater pollution conditions (current and pre-disposition) in the São Carlos and Ribeirão Preto regions, Brazil. Bulletin of Engineering Geology and the Environment, 68( 1), 117-136. doi:10.1007/s10064-008-0173-y
    • NLM

      Zuquette LV, Palma JB, Pejon OJ. Methodology to assess groundwater pollution conditions (current and pre-disposition) in the São Carlos and Ribeirão Preto regions, Brazil [Internet]. Bulletin of Engineering Geology and the Environment. 2009 ; 68( 1): 117-136.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s10064-008-0173-y
    • Vancouver

      Zuquette LV, Palma JB, Pejon OJ. Methodology to assess groundwater pollution conditions (current and pre-disposition) in the São Carlos and Ribeirão Preto regions, Brazil [Internet]. Bulletin of Engineering Geology and the Environment. 2009 ; 68( 1): 117-136.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s10064-008-0173-y
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: SOLO RESIDUAL, MICROMORFOLOGIA DO SOLO

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      MAIA GUTIERREZ, Nelcí Helena e NÓBREGA, Maria Teresa de e VILAR, Orencio Monje. Influence of the microstructure in the collapse of a residual clavey tropical soil. Bulletin of Engineering Geology and the Environment, v. 68, n. 1, p. 107-116, 2009Tradução . . Disponível em: https://doi.org/10.1007/s10064-008-0180-z. Acesso em: 06 nov. 2024.
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      Maia Gutierrez, N. H., Nóbrega, M. T. de, & Vilar, O. M. (2009). Influence of the microstructure in the collapse of a residual clavey tropical soil. Bulletin of Engineering Geology and the Environment, 68( 1), 107-116. doi:10.1007/s10064-008-0180-z
    • NLM

      Maia Gutierrez NH, Nóbrega MT de, Vilar OM. Influence of the microstructure in the collapse of a residual clavey tropical soil [Internet]. Bulletin of Engineering Geology and the Environment. 2009 ; 68( 1): 107-116.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s10064-008-0180-z
    • Vancouver

      Maia Gutierrez NH, Nóbrega MT de, Vilar OM. Influence of the microstructure in the collapse of a residual clavey tropical soil [Internet]. Bulletin of Engineering Geology and the Environment. 2009 ; 68( 1): 107-116.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s10064-008-0180-z

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