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  • 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] Available from: https://doi.org/10.1007/s40891-023-00455-w
  • Source: Acta Geotechnica. Unidade: EESC

    Subjects: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA

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      ANNICCHINI, Matheus Morato e SCHIAVON, José Antonio e TSUHA, Cristina de Hollanda Cavalcanti. Effects of installation advancement rate on helical pile helix behavior in very dense sand. Acta Geotechnica, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1007/s11440-022-01713-3. Acesso em: 11 jul. 2024.
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      Annicchini, M. M., Schiavon, J. A., & Tsuha, C. de H. C. (2022). Effects of installation advancement rate on helical pile helix behavior in very dense sand. Acta Geotechnica, 1-17. doi:10.1007/s11440-022-01713-3
    • NLM

      Annicchini MM, Schiavon JA, Tsuha C de HC. Effects of installation advancement rate on helical pile helix behavior in very dense sand [Internet]. Acta Geotechnica. 2022 ; 1-17.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s11440-022-01713-3
    • Vancouver

      Annicchini MM, Schiavon JA, Tsuha C de HC. Effects of installation advancement rate on helical pile helix behavior in very dense sand [Internet]. Acta Geotechnica. 2022 ; 1-17.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s11440-022-01713-3
  • Source: Arabian Journal of Geosciences. Unidade: EESC

    Subjects: FUNDAÇÕES (ENGENHARIA), ESTACAS, SOLOS, GEOTECNIA

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      AZIMI, Pantea et al. A new approach to estimate the bearing capacity of driven piles. Arabian Journal of Geosciences, v. 14, p. 1-12, 2021Tradução . . Disponível em: https://doi.org/10.1007/s12517-021-07517-1. Acesso em: 11 jul. 2024.
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      Azimi, P., Karimpour-Fard, M., Shariatmadari, N., & Tsuha, C. de H. C. (2021). A new approach to estimate the bearing capacity of driven piles. Arabian Journal of Geosciences, 14, 1-12. doi:10.1007/s12517-021-07517-1
    • NLM

      Azimi P, Karimpour-Fard M, Shariatmadari N, Tsuha C de HC. A new approach to estimate the bearing capacity of driven piles [Internet]. Arabian Journal of Geosciences. 2021 ; 14 1-12.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12517-021-07517-1
    • Vancouver

      Azimi P, Karimpour-Fard M, Shariatmadari N, Tsuha C de HC. A new approach to estimate the bearing capacity of driven piles [Internet]. Arabian Journal of Geosciences. 2021 ; 14 1-12.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12517-021-07517-1
  • Source: Bulletin of Engineering Geology and the Environment. Unidades: EESC, EP

    Subjects: PETROLOGIA ESTRUTURAL, MACIÇO, GEOLOGIA DE ENGENHARIA, TÚNEIS

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      MONTICELLI, João Paulo e RIBEIRO, Rogério Pinto e FUTAI, Marcos Massao. Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades. Bulletin of Engineering Geology and the Environment, v. 79, n. 3, p. 1381–1397, 2020Tradução . . Disponível em: https://doi.org/10.1007/s10064-019-01625-9. Acesso em: 11 jul. 2024.
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      Monticelli, J. P., Ribeiro, R. P., & Futai, M. M. (2020). Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades. Bulletin of Engineering Geology and the Environment, 79( 3), 1381–1397. doi:10.1007/s10064-019-01625-9
    • NLM

      Monticelli JP, Ribeiro RP, Futai MM. Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades [Internet]. Bulletin of Engineering Geology and the Environment. 2020 ; 79( 3): 1381–1397.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-019-01625-9
    • Vancouver

      Monticelli JP, Ribeiro RP, Futai MM. Relationship between durability index and uniaxial compressive strength of a gneissic rock at different weathering grades [Internet]. Bulletin of Engineering Geology and the Environment. 2020 ; 79( 3): 1381–1397.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-019-01625-9
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: MINERAÇÃO, RESÍDUOS, SUSTENTABILIDADE, GEOTECNIA

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      REIS, Fernanda Medeiros Dutra e RIBEIRO, Rogério Pinto e REIS, Maria Jose. Physical-mechanical properties of soil-cement bricks with the addition of the fine fraction from the quartzite mining tailings (State of Minas Gerais – Brazil). Bulletin of Engineering Geology and the Environment, v. 79, p. 3741-3750, 2020Tradução . . Disponível em: https://doi.org/10.1007/s10064-020-01765-3. Acesso em: 11 jul. 2024.
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      Reis, F. M. D., Ribeiro, R. P., & Reis, M. J. (2020). Physical-mechanical properties of soil-cement bricks with the addition of the fine fraction from the quartzite mining tailings (State of Minas Gerais – Brazil). Bulletin of Engineering Geology and the Environment, 79, 3741-3750. doi:10.1007/s10064-020-01765-3
    • NLM

      Reis FMD, Ribeiro RP, Reis MJ. Physical-mechanical properties of soil-cement bricks with the addition of the fine fraction from the quartzite mining tailings (State of Minas Gerais – Brazil) [Internet]. Bulletin of Engineering Geology and the Environment. 2020 ; 79 3741-3750.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-020-01765-3
    • Vancouver

      Reis FMD, Ribeiro RP, Reis MJ. Physical-mechanical properties of soil-cement bricks with the addition of the fine fraction from the quartzite mining tailings (State of Minas Gerais – Brazil) [Internet]. Bulletin of Engineering Geology and the Environment. 2020 ; 79 3741-3750.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-020-01765-3
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: SOLO ARENOSO, RODOVIAS, TALUDES, GEOTECNIA

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      AUGUSTO FILHO, Oswaldo e FERNANDES, Mariana Alher. Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data. Bulletin of Engineering Geology and the Environment, v. 78, p. 4167-4185, 2019Tradução . . Disponível em: https://doi.org/10.1007/s10064-018-1392-5. Acesso em: 11 jul. 2024.
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      Augusto Filho, O., & Fernandes, M. A. (2019). Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data. Bulletin of Engineering Geology and the Environment, 78, 4167-4185. doi:10.1007/s10064-018-1392-5
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      Augusto Filho O, Fernandes MA. Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data [Internet]. Bulletin of Engineering Geology and the Environment. 2019 ; 78 4167-4185.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-018-1392-5
    • Vancouver

      Augusto Filho O, Fernandes MA. Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data [Internet]. Bulletin of Engineering Geology and the Environment. 2019 ; 78 4167-4185.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-018-1392-5
  • Source: Environmental Earth Sciences. Unidade: EESC

    Subjects: POLUIÇÃO DA ÁGUA, ÁGUAS SUBTERRÂNEAS, VULNERABILIDADE, GEOTECNIA

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      ZUQUETTE, Lázaro Valentin e FAILACHE, Moisés Furtado. Mapping groundwater pollution vulnerability with application in a basin in southern Brazil. Environmental Earth Sciences, v. 77, p. 1-32, 2018Tradução . . Disponível em: https://doi.org/10.1007/s12665-018-7862-z. Acesso em: 11 jul. 2024.
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      Zuquette, L. V., & Failache, M. F. (2018). Mapping groundwater pollution vulnerability with application in a basin in southern Brazil. Environmental Earth Sciences, 77, 1-32. doi:10.1007/s12665-018-7862-z
    • NLM

      Zuquette LV, Failache MF. Mapping groundwater pollution vulnerability with application in a basin in southern Brazil [Internet]. Environmental Earth Sciences. 2018 ; 77 1-32.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-018-7862-z
    • Vancouver

      Zuquette LV, Failache MF. Mapping groundwater pollution vulnerability with application in a basin in southern Brazil [Internet]. Environmental Earth Sciences. 2018 ; 77 1-32.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-018-7862-z
  • Source: Environmental Earth Sciences. Unidades: EESC, FFLCH

    Subjects: MODELOS MATEMÁTICOS, DESLIZAMENTO DE TERRA, GEOTECNIA

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      VIEIRA, Bianca Carvalho et al. Assessing shallow landslide hazards using the TRIGRS and SHALSTAB models, Serra do Mar, Brazil. Environmental Earth Sciences, v. 77, p. 1-15, 2018Tradução . . Disponível em: https://doi.org/10.1007/s12665-018-7436-0. Acesso em: 11 jul. 2024.
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      Vieira, B. C., Fernandes, N. F., Augusto Filho, O., Martins, T. D., & Montgomery, D. R. (2018). Assessing shallow landslide hazards using the TRIGRS and SHALSTAB models, Serra do Mar, Brazil. Environmental Earth Sciences, 77, 1-15. doi:10.1007/s12665-018-7436-0
    • NLM

      Vieira BC, Fernandes NF, Augusto Filho O, Martins TD, Montgomery DR. Assessing shallow landslide hazards using the TRIGRS and SHALSTAB models, Serra do Mar, Brazil [Internet]. Environmental Earth Sciences. 2018 ; 77 1-15.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-018-7436-0
    • Vancouver

      Vieira BC, Fernandes NF, Augusto Filho O, Martins TD, Montgomery DR. Assessing shallow landslide hazards using the TRIGRS and SHALSTAB models, Serra do Mar, Brazil [Internet]. Environmental Earth Sciences. 2018 ; 77 1-15.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-018-7436-0
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: PEDRAS NATURAIS, PAVIMENTAÇÃO, GEOTECNIA

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      MOREIRAS, Sérgio Trajano Franco e PARAGUASSU, Antenor Braga e RIBEIRO, Rogério Pinto. Study of ornamental granitoid slabs for structural properties of ventilated façades and raised access flooring systems. Bulletin of Engineering Geology and the Environment, v. 76, p. 497-505, 2017Tradução . . Disponível em: https://doi.org/10.1007/s10064-016-0927-x. Acesso em: 11 jul. 2024.
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      Moreiras, S. T. F., Paraguassu, A. B., & Ribeiro, R. P. (2017). Study of ornamental granitoid slabs for structural properties of ventilated façades and raised access flooring systems. Bulletin of Engineering Geology and the Environment, 76, 497-505. doi:10.1007/s10064-016-0927-x
    • NLM

      Moreiras STF, Paraguassu AB, Ribeiro RP. Study of ornamental granitoid slabs for structural properties of ventilated façades and raised access flooring systems [Internet]. Bulletin of Engineering Geology and the Environment. 2017 ; 76 497-505.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-016-0927-x
    • Vancouver

      Moreiras STF, Paraguassu AB, Ribeiro RP. Study of ornamental granitoid slabs for structural properties of ventilated façades and raised access flooring systems [Internet]. Bulletin of Engineering Geology and the Environment. 2017 ; 76 497-505.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-016-0927-x
  • Source: Environmental Earth Sciences. Unidade: EESC

    Subjects: DESLIZAMENTO DE TERRA, KRIGAGEM, GEOTECNIA

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      AUGUSTO FILHO, Oswaldo e SOARES, Wanessa e IRIGARAY, Clemente. Mapping of compactness by depth in a quaternary geological formation using deterministic and geostatistical interpolation models. Environmental Earth Sciences, v. 76, p. 1-12, 2017Tradução . . Disponível em: https://doi.org/10.1007/s12665-017-6939-4. Acesso em: 11 jul. 2024.
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      Augusto Filho, O., Soares, W., & Irigaray, C. (2017). Mapping of compactness by depth in a quaternary geological formation using deterministic and geostatistical interpolation models. Environmental Earth Sciences, 76, 1-12. doi:10.1007/s12665-017-6939-4
    • NLM

      Augusto Filho O, Soares W, Irigaray C. Mapping of compactness by depth in a quaternary geological formation using deterministic and geostatistical interpolation models [Internet]. Environmental Earth Sciences. 2017 ; 76 1-12.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-017-6939-4
    • Vancouver

      Augusto Filho O, Soares W, Irigaray C. Mapping of compactness by depth in a quaternary geological formation using deterministic and geostatistical interpolation models [Internet]. Environmental Earth Sciences. 2017 ; 76 1-12.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-017-6939-4
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: BARRAGENS, USINAS HIDRELÉTRICAS, HIDROGEOLOGIA

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      PATIAS, Josiele e ZUQUETTE, Lázaro Valentin e CARVALHO, José Alcino Rodrigues. Piezometric variations in the basaltic massif beneath the Itaipu hydroelectric plant (Brazil/Paraguay border): right buttress dam. Bulletin of Engineering Geology and the Environment, v. 74, n. 1, p. 207-231, 2015Tradução . . Disponível em: https://doi.org/10.1007/s10064-014-0613-9. Acesso em: 11 jul. 2024.
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      Patias, J., Zuquette, L. V., & Carvalho, J. A. R. (2015). Piezometric variations in the basaltic massif beneath the Itaipu hydroelectric plant (Brazil/Paraguay border): right buttress dam. Bulletin of Engineering Geology and the Environment, 74( 1), 207-231. doi:10.1007/s10064-014-0613-9
    • NLM

      Patias J, Zuquette LV, Carvalho JAR. Piezometric variations in the basaltic massif beneath the Itaipu hydroelectric plant (Brazil/Paraguay border): right buttress dam [Internet]. Bulletin of Engineering Geology and the Environment. 2015 ; 74( 1): 207-231.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-014-0613-9
    • Vancouver

      Patias J, Zuquette LV, Carvalho JAR. Piezometric variations in the basaltic massif beneath the Itaipu hydroelectric plant (Brazil/Paraguay border): right buttress dam [Internet]. Bulletin of Engineering Geology and the Environment. 2015 ; 74( 1): 207-231.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-014-0613-9
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: DESLIZAMENTO DE TERRA, ROCHAS ORNAMENTAIS

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      NOGAMI, Lizandra et al. Adhesive mortars for stone plate bonding. Bulletin of Engineering Geology and the Environment, v. No 2015, n. 4, p. 1489-1497, 2015Tradução . . Disponível em: https://doi.org/10.1007/s10064-014-0708-3. Acesso em: 11 jul. 2024.
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      Nogami, L., Paraguassu, A. B., Rodrigues, J. E., & Ribeiro, R. P. (2015). Adhesive mortars for stone plate bonding. Bulletin of Engineering Geology and the Environment, No 2015( 4), 1489-1497. doi:10.1007/s10064-014-0708-3
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      Nogami L, Paraguassu AB, Rodrigues JE, Ribeiro RP. Adhesive mortars for stone plate bonding [Internet]. Bulletin of Engineering Geology and the Environment. 2015 ; No 2015( 4): 1489-1497.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-014-0708-3
    • Vancouver

      Nogami L, Paraguassu AB, Rodrigues JE, Ribeiro RP. Adhesive mortars for stone plate bonding [Internet]. Bulletin of Engineering Geology and the Environment. 2015 ; No 2015( 4): 1489-1497.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-014-0708-3
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: BARRAGENS, PETROGRAFIA, GEOTECNIA

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      OLIVEIRA, Patricia Casarotto de e PATIAS, Josiele e ZUQUETTE, Lázaro Valentin. A study of the alterability of basaltic lithotypes from the Itaipu Dam site (southern Brazil). Bulletin of Engineering Geology and the Environment, v. 74, p. 1331-1348, 2015Tradução . . Disponível em: https://doi.org/10.1007/s10064-014-0716-3. Acesso em: 11 jul. 2024.
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      Oliveira, P. C. de, Patias, J., & Zuquette, L. V. (2015). A study of the alterability of basaltic lithotypes from the Itaipu Dam site (southern Brazil). Bulletin of Engineering Geology and the Environment, 74, 1331-1348. doi:10.1007/s10064-014-0716-3
    • NLM

      Oliveira PC de, Patias J, Zuquette LV. A study of the alterability of basaltic lithotypes from the Itaipu Dam site (southern Brazil) [Internet]. Bulletin of Engineering Geology and the Environment. 2015 ; 74 1331-1348.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-014-0716-3
    • Vancouver

      Oliveira PC de, Patias J, Zuquette LV. A study of the alterability of basaltic lithotypes from the Itaipu Dam site (southern Brazil) [Internet]. Bulletin of Engineering Geology and the Environment. 2015 ; 74 1331-1348.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-014-0716-3
  • Source: Environmental Earth Sciences. Unidade: EESC

    Subjects: EROSÃO (CONTROLE), REABILITAÇÃO, ESPAÇO URBANO

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      ROTTA, Cláudia Marisse dos Santos e ZUQUETTE, Lázaro Valentin. Erosion feature reclamation in urban areas: typical unsuccessful examples from Brazil. Environmental Earth Sciences, v. 72, n. 2, p. 535-555, 2014Tradução . . Disponível em: https://doi.org/10.1007/s12665-013-2974-y. Acesso em: 11 jul. 2024.
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      Rotta, C. M. dos S., & Zuquette, L. V. (2014). Erosion feature reclamation in urban areas: typical unsuccessful examples from Brazil. Environmental Earth Sciences, 72( 2), 535-555. doi:10.1007/s12665-013-2974-y
    • NLM

      Rotta CM dos S, Zuquette LV. Erosion feature reclamation in urban areas: typical unsuccessful examples from Brazil [Internet]. Environmental Earth Sciences. 2014 ; 72( 2): 535-555.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-013-2974-y
    • Vancouver

      Rotta CM dos S, Zuquette LV. Erosion feature reclamation in urban areas: typical unsuccessful examples from Brazil [Internet]. Environmental Earth Sciences. 2014 ; 72( 2): 535-555.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-013-2974-y
  • Source: Geomechanics and Tunnelling. Unidade: EESC

    Subjects: MÉTODO NATM, TÚNEIS, GEOTECNIA

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      CELESTINO, Tarcísio Barreto. Progress in the use of NATM in Brazil. Geomechanics and Tunnelling, v. 5, n. 5, p. 431-437, 2012Tradução . . Disponível em: https://doi.org/10.1002/geot.201200029. Acesso em: 11 jul. 2024.
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      Celestino, T. B. (2012). Progress in the use of NATM in Brazil. Geomechanics and Tunnelling, 5( 5), 431-437. doi:10.1002/geot.201200029
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      Celestino TB. Progress in the use of NATM in Brazil [Internet]. Geomechanics and Tunnelling. 2012 ; 5( 5): 431-437.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1002/geot.201200029
    • Vancouver

      Celestino TB. Progress in the use of NATM in Brazil [Internet]. Geomechanics and Tunnelling. 2012 ; 5( 5): 431-437.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1002/geot.201200029
  • 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] Available from: https://doi.org/10.1007/s12665-011-1284-5
  • Source: Environmental Earth Sciences. Unidade: EESC

    Subjects: MAPEAMENTO GEOLÓGICO, USO DO SOLO, SISTEMA DE INFORMAÇÃO GEOGRÁFICA, PLANEJAMENTO TERRITORIAL RURAL, PLANEJAMENTO TERRITORIAL URBANO

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      ABREU, Ana Elisa Silva de e AUGUSTO FILHO, Oswaldo. Engineering geological data in support of municipal land use planning: a case study in Analândia, southeast Brazil. Environmental Earth Sciences, v. 65, n. Ja 2012, p. 277-289, 2012Tradução . . Disponível em: https://doi.org/10.1007/s12665-011-1089-6. Acesso em: 11 jul. 2024.
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      Abreu, A. E. S. de, & Augusto Filho, O. (2012). Engineering geological data in support of municipal land use planning: a case study in Analândia, southeast Brazil. Environmental Earth Sciences, 65( Ja 2012), 277-289. doi:10.1007/s12665-011-1089-6
    • NLM

      Abreu AES de, Augusto Filho O. Engineering geological data in support of municipal land use planning: a case study in Analândia, southeast Brazil [Internet]. Environmental Earth Sciences. 2012 ; 65( Ja 2012): 277-289.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-011-1089-6
    • Vancouver

      Abreu AES de, Augusto Filho O. Engineering geological data in support of municipal land use planning: a case study in Analândia, southeast Brazil [Internet]. Environmental Earth Sciences. 2012 ; 65( Ja 2012): 277-289.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-011-1089-6
  • Source: Environmental Earth Sciences. Unidade: EESC

    Subjects: AQUÍFEROS, ARENITO

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      FAGUNDES, Junio René Toledo e ZUQUETTE, Lázaro Valentin. Sorption behavior of the sandy residual unconsolidated materials from the sandstones of the Botucatu Formation, the main aquifer of Brazil. Environmental Earth Sciences, v. 62, n. 4, p. 831-845, 2011Tradução . . Disponível em: https://doi.org/10.1007/s12665-010-0570-y. Acesso em: 11 jul. 2024.
    • APA

      Fagundes, J. R. T., & Zuquette, L. V. (2011). Sorption behavior of the sandy residual unconsolidated materials from the sandstones of the Botucatu Formation, the main aquifer of Brazil. Environmental Earth Sciences, 62( 4), 831-845. doi:10.1007/s12665-010-0570-y
    • NLM

      Fagundes JRT, Zuquette LV. Sorption behavior of the sandy residual unconsolidated materials from the sandstones of the Botucatu Formation, the main aquifer of Brazil [Internet]. Environmental Earth Sciences. 2011 ; 62( 4): 831-845.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-010-0570-y
    • Vancouver

      Fagundes JRT, Zuquette LV. Sorption behavior of the sandy residual unconsolidated materials from the sandstones of the Botucatu Formation, the main aquifer of Brazil [Internet]. Environmental Earth Sciences. 2011 ; 62( 4): 831-845.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s12665-010-0570-y
  • Source: Bulletin of Engineering Geology and the Environment. Unidade: EESC

    Subjects: ROCHAS ORNAMENTAIS, GRANITO, RUGOSIDADE SUPERFICIAL

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      RIBEIRO, Rogério Pinto e PARAGUASSU, Antenor Braga e MOREIRAS, Sérgio Trajano Franco. Factors affecting slab surface roughness of siliceous dimension stones. Bulletin of Engineering Geology and the Environment, v. No 2011, n. 4, p. 625-631, 2011Tradução . . Disponível em: https://doi.org/10.1007/s10064-010-0345-4. Acesso em: 11 jul. 2024.
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      Ribeiro, R. P., Paraguassu, A. B., & Moreiras, S. T. F. (2011). Factors affecting slab surface roughness of siliceous dimension stones. Bulletin of Engineering Geology and the Environment, No 2011( 4), 625-631. doi:10.1007/s10064-010-0345-4
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      Ribeiro RP, Paraguassu AB, Moreiras STF. Factors affecting slab surface roughness of siliceous dimension stones [Internet]. Bulletin of Engineering Geology and the Environment. 2011 ; No 2011( 4): 625-631.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-010-0345-4
    • Vancouver

      Ribeiro RP, Paraguassu AB, Moreiras STF. Factors affecting slab surface roughness of siliceous dimension stones [Internet]. Bulletin of Engineering Geology and the Environment. 2011 ; No 2011( 4): 625-631.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10064-010-0345-4
  • Source: Natural Hazards and Earth System Sciences. Unidade: EESC

    Assunto: DESLIZAMENTO DE TERRA

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      VIEIRA, Bianca Carvalho e FERNANDES, N. F. e AUGUSTO FILHO, Oswaldo. Shallow landslides prediction in the Serra do Mar, São Paulo, Brazil. Natural Hazards and Earth System Sciences, v. 10, n. 9, p. 1829-1837, 2010Tradução . . Disponível em: https://doi.org/10.5194/nhess-10-1829-2010. Acesso em: 11 jul. 2024.
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      Vieira, B. C., Fernandes, N. F., & Augusto Filho, O. (2010). Shallow landslides prediction in the Serra do Mar, São Paulo, Brazil. Natural Hazards and Earth System Sciences, 10( 9), 1829-1837. doi:10.5194/nhess-10-1829-2010
    • NLM

      Vieira BC, Fernandes NF, Augusto Filho O. Shallow landslides prediction in the Serra do Mar, São Paulo, Brazil [Internet]. Natural Hazards and Earth System Sciences. 2010 ; 10( 9): 1829-1837.[citado 2024 jul. 11 ] Available from: https://doi.org/10.5194/nhess-10-1829-2010
    • Vancouver

      Vieira BC, Fernandes NF, Augusto Filho O. Shallow landslides prediction in the Serra do Mar, São Paulo, Brazil [Internet]. Natural Hazards and Earth System Sciences. 2010 ; 10( 9): 1829-1837.[citado 2024 jul. 11 ] Available from: https://doi.org/10.5194/nhess-10-1829-2010

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