Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | por eng |
Título da fonte: | Sociedade & natureza (Online) |
Texto Completo: | https://seer.ufu.br/index.php/sociedadenatureza/article/view/52656 |
Resumo: | Vitória is prone to shallow landslides processes given its climatic and relief characteristics. The SHALSTAB model was used considering the soil’s cohesion to assess the susceptibility to shallow landsliding at the Fradinhos watershed, located in the Central Massif of Vitória. The parametrization was done with soil samples collected on three separate places in the watershed and submitted to shearing, permeability and texture tests. The soil samples were close to Oxisols (either developed from colluvium or not) and Inceptisols, with association with slope angle. Almost 95% of the watershed was modelled in a lower instability class (log Q/T > 2.2), with flow lines ranging from straight to divergent and variable slope angle. There is a strong association of the unstable areas to the drainage lines, hollows and steeper slopes. The modelling with results in critical rainfall, which considers the saturated transmissivity in its formulation, has the most unstable zones (with shallow landslide initiation potential with rainfalls of 2.5mm or less) related to drainage lines and steeper slopes. Closer to the Inceptisol soil sample, where we found the smallest values of saturated conductivity and soil thickness, the proneness to landslide initiation with lesser rainfalls is high. Close to the Oxisol developed from colluvium soil sample point, the critical rainfall for landslide initiation is elevated, with exception to areas with higher flow convergence and steeper slopes. The SHALSTAB model was an efficient tool to generate critical scenarios for shallow landslide susceptibility at the Fradinhos watershed, with greater proneness on hollows and steeper slopes. |
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Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - BrazilParametrização geotécnica para modelagem de suscetibilidade a escorregamentos translacionais em Fradinhos, Vitória-ESSolosSHALSTABAnálise texturalPermeabilidadeCisalhamento diretoSoilsSHALSTABTextural testsPermeabilityShear testVitória is prone to shallow landslides processes given its climatic and relief characteristics. The SHALSTAB model was used considering the soil’s cohesion to assess the susceptibility to shallow landsliding at the Fradinhos watershed, located in the Central Massif of Vitória. The parametrization was done with soil samples collected on three separate places in the watershed and submitted to shearing, permeability and texture tests. The soil samples were close to Oxisols (either developed from colluvium or not) and Inceptisols, with association with slope angle. Almost 95% of the watershed was modelled in a lower instability class (log Q/T > 2.2), with flow lines ranging from straight to divergent and variable slope angle. There is a strong association of the unstable areas to the drainage lines, hollows and steeper slopes. The modelling with results in critical rainfall, which considers the saturated transmissivity in its formulation, has the most unstable zones (with shallow landslide initiation potential with rainfalls of 2.5mm or less) related to drainage lines and steeper slopes. Closer to the Inceptisol soil sample, where we found the smallest values of saturated conductivity and soil thickness, the proneness to landslide initiation with lesser rainfalls is high. Close to the Oxisol developed from colluvium soil sample point, the critical rainfall for landslide initiation is elevated, with exception to areas with higher flow convergence and steeper slopes. The SHALSTAB model was an efficient tool to generate critical scenarios for shallow landslide susceptibility at the Fradinhos watershed, with greater proneness on hollows and steeper slopes.Vitória tem tendência a desenvolver processos de escorregamentos translacionais, dadas as características climáticas e de relevo que possui. O modelo SHALSTAB foi utilizado, considerando a coesão dos solos, para avaliar a suscetibilidade a escorregamentos translacionais na bacia de drenagem de Fradinhos, localizada no Maciço Central de Vitória. A parametrização foi feita através de coleta de amostras de solo em três pontos distintos da bacia e realização de ensaios de cisalhamento direto, permeabilidade de carga variável e granulometria. Os solos amostrados têm características de Argissolos desenvolvidos a partir de colúvio, Latossolos e Cambissolos, com associação a declividade. Cerca de 95% da bacia foi modelada como de baixa instabilidade (log Q/T > -2,2), sendo áreas de caráter retilíneo e divergente, com declividade variável. Existe forte associação das áreas instáveis às drenagens, concavidades e zonas de alta declividade. A modelagem com resultados em chuva crítica, que considera a transmissividade hidráulica em sua formulação, tem as zonas de maior instabilidade (com potencial de iniciação de escorregamentos com menos de 2,5mm de chuva) associadas às convergências de drenagem e altas declividades. Ao redor do ponto de solo câmbico, com menor condutividade hidráulica e espessura do solo, a tendência a iniciação de escorregamentos com menor índice pluviométrico é maior. Ao redor do argissosolo formado a partir de colúvio, a chuva crítica para iniciação de escorregamento é maior, com exceção de zonas de alta convergência de fluxos e declividade. O modelo SHASTAB foi uma ferramenta eficiente para a geração de cenários críticos de suscetibilidade a escorregamentos rasos na bacia de Fradinhos com maior propensão nas encostas côncavas e mais inclinadas.Universidade Federal de Uberlândia2020-10-15info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfapplication/pdfhttps://seer.ufu.br/index.php/sociedadenatureza/article/view/5265610.14393/SN-v32-2020-52656Sociedade & Natureza; Vol. 32 (2020); 711-727Sociedade & Natureza; v. 32 (2020); 711-7271982-45130103-1570reponame:Sociedade & natureza (Online)instname:Universidade Federal de Uberlândia (UFU)instacron:UFUporenghttps://seer.ufu.br/index.php/sociedadenatureza/article/view/52656/30092https://seer.ufu.br/index.php/sociedadenatureza/article/view/52656/30095Copyright (c) 2020 Julia Frederica Effgen, Pablo de Azevedo Rocha, Patrício José Moreira Pires, Eberval Marchioroinfo:eu-repo/semantics/openAccessEffgen, Julia FredericaRocha, Pablo de AzevedoPires, Patrício José MoreiraMarchioro, Eberval2021-07-01T16:18:20Zoai:ojs.www.seer.ufu.br:article/52656Revistahttp://www.sociedadenatureza.ig.ufu.br/PUBhttps://seer.ufu.br/index.php/sociedadenatureza/oai||sociedade.natureza.ufu@gmail.com|| lucianamelo@ufu.br1982-45130103-1570opendoar:2021-07-01T16:18:20Sociedade & natureza (Online) - Universidade Federal de Uberlândia (UFU)false |
dc.title.none.fl_str_mv |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil Parametrização geotécnica para modelagem de suscetibilidade a escorregamentos translacionais em Fradinhos, Vitória-ES |
title |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil |
spellingShingle |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil Effgen, Julia Frederica Solos SHALSTAB Análise textural Permeabilidade Cisalhamento direto Soils SHALSTAB Textural tests Permeability Shear test |
title_short |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil |
title_full |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil |
title_fullStr |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil |
title_full_unstemmed |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil |
title_sort |
Geotechnical parametrization for shallow landslide modelling in Fradinhos, Vitória, Espírito Santo - Brazil |
author |
Effgen, Julia Frederica |
author_facet |
Effgen, Julia Frederica Rocha, Pablo de Azevedo Pires, Patrício José Moreira Marchioro, Eberval |
author_role |
author |
author2 |
Rocha, Pablo de Azevedo Pires, Patrício José Moreira Marchioro, Eberval |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Effgen, Julia Frederica Rocha, Pablo de Azevedo Pires, Patrício José Moreira Marchioro, Eberval |
dc.subject.por.fl_str_mv |
Solos SHALSTAB Análise textural Permeabilidade Cisalhamento direto Soils SHALSTAB Textural tests Permeability Shear test |
topic |
Solos SHALSTAB Análise textural Permeabilidade Cisalhamento direto Soils SHALSTAB Textural tests Permeability Shear test |
description |
Vitória is prone to shallow landslides processes given its climatic and relief characteristics. The SHALSTAB model was used considering the soil’s cohesion to assess the susceptibility to shallow landsliding at the Fradinhos watershed, located in the Central Massif of Vitória. The parametrization was done with soil samples collected on three separate places in the watershed and submitted to shearing, permeability and texture tests. The soil samples were close to Oxisols (either developed from colluvium or not) and Inceptisols, with association with slope angle. Almost 95% of the watershed was modelled in a lower instability class (log Q/T > 2.2), with flow lines ranging from straight to divergent and variable slope angle. There is a strong association of the unstable areas to the drainage lines, hollows and steeper slopes. The modelling with results in critical rainfall, which considers the saturated transmissivity in its formulation, has the most unstable zones (with shallow landslide initiation potential with rainfalls of 2.5mm or less) related to drainage lines and steeper slopes. Closer to the Inceptisol soil sample, where we found the smallest values of saturated conductivity and soil thickness, the proneness to landslide initiation with lesser rainfalls is high. Close to the Oxisol developed from colluvium soil sample point, the critical rainfall for landslide initiation is elevated, with exception to areas with higher flow convergence and steeper slopes. The SHALSTAB model was an efficient tool to generate critical scenarios for shallow landslide susceptibility at the Fradinhos watershed, with greater proneness on hollows and steeper slopes. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-10-15 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://seer.ufu.br/index.php/sociedadenatureza/article/view/52656 10.14393/SN-v32-2020-52656 |
url |
https://seer.ufu.br/index.php/sociedadenatureza/article/view/52656 |
identifier_str_mv |
10.14393/SN-v32-2020-52656 |
dc.language.iso.fl_str_mv |
por eng |
language |
por eng |
dc.relation.none.fl_str_mv |
https://seer.ufu.br/index.php/sociedadenatureza/article/view/52656/30092 https://seer.ufu.br/index.php/sociedadenatureza/article/view/52656/30095 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Uberlândia |
publisher.none.fl_str_mv |
Universidade Federal de Uberlândia |
dc.source.none.fl_str_mv |
Sociedade & Natureza; Vol. 32 (2020); 711-727 Sociedade & Natureza; v. 32 (2020); 711-727 1982-4513 0103-1570 reponame:Sociedade & natureza (Online) instname:Universidade Federal de Uberlândia (UFU) instacron:UFU |
instname_str |
Universidade Federal de Uberlândia (UFU) |
instacron_str |
UFU |
institution |
UFU |
reponame_str |
Sociedade & natureza (Online) |
collection |
Sociedade & natureza (Online) |
repository.name.fl_str_mv |
Sociedade & natureza (Online) - Universidade Federal de Uberlândia (UFU) |
repository.mail.fl_str_mv |
||sociedade.natureza.ufu@gmail.com|| lucianamelo@ufu.br |
_version_ |
1799943981248806912 |