ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356
The rockfall hazard assessment for roads is very important in geotechnical engineering business. As the process is very fast and complex, a hazard analysis is of fundamental importance for the adoption of preventive action plans and mitigation of potential impacts. Therefore, this article presents a...
| Autores: | , |
|---|---|
| Tipo de recurso: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2020 |
| País: | Brasil |
| Institución: | Instituto Federal do Rio Grande do Norte (IFRN) |
| Repositorio: | Holos |
| Idioma: | inglés |
| OAI Identifier: | oai:holos.ifrn.edu.br:article/9084 |
| Acceso en línea: | http://www2.ifrn.edu.br/ojs/index.php/HOLOS/article/view/9084 |
| Access Level: | acceso abierto |
| Palabra clave: | rockfall geological-geotechnical hazard geological-geotechnical characterization highway Bação Complex. |
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ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356rockfallgeological-geotechnical hazardgeological-geotechnical characterizationhighwayBação Complex.The rockfall hazard assessment for roads is very important in geotechnical engineering business. As the process is very fast and complex, a hazard analysis is of fundamental importance for the adoption of preventive action plans and mitigation of potential impacts. Therefore, this article presents a hazard analysis for rockfall and the geological-geotechnical characterization of a rock slope on the BR-356, Ouro Preto, Minas Gerais, Brazil. In the methodology, parameters related to the geotechnical characterization, geometry and slope characteristics were inserted, as signs of block fall activity, impact of external influences and characteristics of the catchment area. According to Rock Mass Rating (RMR), the rock slope was classified as Very Good (Class I). The hazard classification for the slope analyzed varies from low to high. When the rainfall of the rainy season is considered, the slope is classified as a high hazard, while in the dry season, it is classified as low hazard. The study revealed that even if the hazard class is low, the slope deserves attention, since there is not enough space for rock blocks to be deposited before reaching the road, which can generate damages and temporarily paralyze the activities of the road.Instituto Federal de Educação, Ciência e Tecnologia do Rio Grande do Norte2020-12-31info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://www2.ifrn.edu.br/ojs/index.php/HOLOS/article/view/908410.15628/holos.2020.9084HOLOS; v. 8 (2020); 1-131807-1600reponame:Holosinstname:Instituto Federal do Rio Grande do Norte (IFRN)instacron:IFRNenghttp://www2.ifrn.edu.br/ojs/index.php/HOLOS/article/view/9084/pdfCopyright (c) 2020 HOLOSinfo:eu-repo/semantics/openAccessda Silva, Denise de Fátima SantosSantos, Allan Erlikhman Medeiros2022-05-01T19:14:38Zoai:holos.ifrn.edu.br:article/9084Revistahttp://www2.ifrn.edu.br/ojs/index.php/HOLOSPUBhttp://www2.ifrn.edu.br/ojs/index.php/HOLOS/oaiholos@ifrn.edu.br||jyp.leite@ifrn.edu.br||propi@ifrn.edu.br1807-16001518-1634opendoar:2022-05-01T19:14:38Holos - Instituto Federal do Rio Grande do Norte (IFRN)false |
| dc.title.none.fl_str_mv |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 |
| title |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 |
| spellingShingle |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 da Silva, Denise de Fátima Santos rockfall geological-geotechnical hazard geological-geotechnical characterization highway Bação Complex. |
| title_short |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 |
| title_full |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 |
| title_fullStr |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 |
| title_full_unstemmed |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 |
| title_sort |
ROCKFALL HAZARD ASSESSMENT AND GEOLOGICAL-GEOTECHNICAL CHARACTERIZATION OF A ROCK SLOPE IN BR-356 |
| dc.creator.none.fl_str_mv |
da Silva, Denise de Fátima Santos Santos, Allan Erlikhman Medeiros |
| author |
da Silva, Denise de Fátima Santos |
| author_facet |
da Silva, Denise de Fátima Santos Santos, Allan Erlikhman Medeiros |
| author_role |
author |
| author2 |
Santos, Allan Erlikhman Medeiros |
| author2_role |
author |
| dc.subject.por.fl_str_mv |
rockfall geological-geotechnical hazard geological-geotechnical characterization highway Bação Complex. |
| topic |
rockfall geological-geotechnical hazard geological-geotechnical characterization highway Bação Complex. |
| description |
The rockfall hazard assessment for roads is very important in geotechnical engineering business. As the process is very fast and complex, a hazard analysis is of fundamental importance for the adoption of preventive action plans and mitigation of potential impacts. Therefore, this article presents a hazard analysis for rockfall and the geological-geotechnical characterization of a rock slope on the BR-356, Ouro Preto, Minas Gerais, Brazil. In the methodology, parameters related to the geotechnical characterization, geometry and slope characteristics were inserted, as signs of block fall activity, impact of external influences and characteristics of the catchment area. According to Rock Mass Rating (RMR), the rock slope was classified as Very Good (Class I). The hazard classification for the slope analyzed varies from low to high. When the rainfall of the rainy season is considered, the slope is classified as a high hazard, while in the dry season, it is classified as low hazard. The study revealed that even if the hazard class is low, the slope deserves attention, since there is not enough space for rock blocks to be deposited before reaching the road, which can generate damages and temporarily paralyze the activities of the road. |
| publishDate |
2020 |
| dc.date.none.fl_str_mv |
2020-12-31 |
| dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
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article |
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publishedVersion |
| dc.identifier.uri.fl_str_mv |
http://www2.ifrn.edu.br/ojs/index.php/HOLOS/article/view/9084 10.15628/holos.2020.9084 |
| url |
http://www2.ifrn.edu.br/ojs/index.php/HOLOS/article/view/9084 |
| identifier_str_mv |
10.15628/holos.2020.9084 |
| dc.language.iso.fl_str_mv |
eng |
| language |
eng |
| dc.relation.none.fl_str_mv |
http://www2.ifrn.edu.br/ojs/index.php/HOLOS/article/view/9084/pdf |
| dc.rights.driver.fl_str_mv |
Copyright (c) 2020 HOLOS info:eu-repo/semantics/openAccess |
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Copyright (c) 2020 HOLOS |
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openAccess |
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application/pdf |
| dc.publisher.none.fl_str_mv |
Instituto Federal de Educação, Ciência e Tecnologia do Rio Grande do Norte |
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Instituto Federal de Educação, Ciência e Tecnologia do Rio Grande do Norte |
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HOLOS; v. 8 (2020); 1-13 1807-1600 reponame:Holos instname:Instituto Federal do Rio Grande do Norte (IFRN) instacron:IFRN |
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Instituto Federal do Rio Grande do Norte (IFRN) |
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IFRN |
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IFRN |
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Holos |
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Holos |
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Holos - Instituto Federal do Rio Grande do Norte (IFRN) |
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holos@ifrn.edu.br||jyp.leite@ifrn.edu.br||propi@ifrn.edu.br |
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