Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Research, Society and Development |
Texto Completo: | https://rsdjournal.org/index.php/rsd/article/view/23637 |
Resumo: | Infrastructure works such as roads play a vital role in the functioning and development of a society; in this case, being essential for the textile flow of the region. It is common in road works toc ut rock masses resulting in slopes, which fundamentally need stability for the full functioning of its generating routes. This study aims to analyze slopes descendant from the duplication of the PE-160 and BR-104 stretches between the municipalities of Santa Cruz do Capibaribe and Toritama, with the aim of verifying their stability using geomechanical classifications as tools for quantification and qualification. In the verification of stability, RMR (Rock Mass Rating) and SMR (Slope Mass Rating) were used. The RMR is based on preliminary intrinsic data to the rock mass such as rock quality, characterization of discontinuities and hydrogeological conditions; while the SMR adds another two features to RMR, which are the attitudes of the discontinuities of the embankment and its excavation methodology. With the data obtained in the field, the RMR of the massif was calculated and this value was used for the determination of the SMR, that qualifies the global stability condition of the slope. The results obtained identified situations of global stability on the slopes; however, local instabilities were observed and for such minimum conditions, improvement and protection methodologies were suggested. Therefore, the use of slope stability studies like this one can assist in verifying the safety conditions of the roadway, ensuring them or anticipating incidents and accidents, and, helping with decision-making. |
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Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways Clasificación geomecánica y análisis de estabilidad de taludes en un macizo rocoso en tramos de las carreteras PE-160 y BR-104Classificação geomecânica e análise da estabilidade de taludes em maciço rochoso em trechos das rodovias PE-160 e BR-104 RodoviasEstabilidade de taludeRMRSMRGeomecânica.RoadwaysSlope stabilityRMRSMRGeomechanics.CarreterasEstabilidad de taludesRMRSMRGeomecánica.Infrastructure works such as roads play a vital role in the functioning and development of a society; in this case, being essential for the textile flow of the region. It is common in road works toc ut rock masses resulting in slopes, which fundamentally need stability for the full functioning of its generating routes. This study aims to analyze slopes descendant from the duplication of the PE-160 and BR-104 stretches between the municipalities of Santa Cruz do Capibaribe and Toritama, with the aim of verifying their stability using geomechanical classifications as tools for quantification and qualification. In the verification of stability, RMR (Rock Mass Rating) and SMR (Slope Mass Rating) were used. The RMR is based on preliminary intrinsic data to the rock mass such as rock quality, characterization of discontinuities and hydrogeological conditions; while the SMR adds another two features to RMR, which are the attitudes of the discontinuities of the embankment and its excavation methodology. With the data obtained in the field, the RMR of the massif was calculated and this value was used for the determination of the SMR, that qualifies the global stability condition of the slope. The results obtained identified situations of global stability on the slopes; however, local instabilities were observed and for such minimum conditions, improvement and protection methodologies were suggested. Therefore, the use of slope stability studies like this one can assist in verifying the safety conditions of the roadway, ensuring them or anticipating incidents and accidents, and, helping with decision-making.Las obras de infraestructura, como las carreteras, juegan un papel vital en el funcionamiento y desarrollo de una sociedad; en este caso, es fundamental para el flujo textil en la región. Es común en las obras viales el corte de macizos rocosos dando lugar a taludes, los cuales necesitan fundamentalmente estabilidad para el pleno funcionamiento de sus rutas generadoras. Este estudio tiene como objetivo analizar los taludes derivados de la duplicación del tramo de la PE-160 y BR-104 entre los municipios de Santa Cruz do Capibaribe y Toritama, con el objetivo de verificar su estabilidad utilizando clasificaciones geomecánicas como herramientas de cuantificación y calificación. Para verificar la estabilidad, se utilizaron RMR (Clasificación de masa de roca) y SMR (Clasificación de masa de pendiente). El RMR se basa en datos preliminares intrínsecos del macizo rocoso, como la calidad de la roca, la caracterización de discontinuidades y las condiciones hidrogeológicas; mientras que el SMR agrega otras dos características al RMR, que son las actitudes de las discontinuidades de la pendiente y su metodología de excavación. Con los datos obtenidos en campo se calculó la RMR de los macizos y este valor se utilizó para determinar la SMR que califica la condición de estabilidad global del talud. Los resultados obtenidos identificaron situaciones de estabilidad global en las pistas; sin embargo, se observó inestabilidad localizada, y para tales condiciones mínimas, se sugirieron metodologías de mejora y protección. Por tanto, la utilización de estudios de estabilidad de taludes como este puede ayudar a verificar las condiciones de seguridad de la carretera, asegurándolas o previendo incidencias y accidentes, y ayudando en la toma de decisiones.Obras de infraestrutura tais como rodovias desenvolvem papel vital no funcionamento e desenvolvimento de uma sociedade; neste caso, sendo essencial para o escoamento têxtil da região. É comum em obras rodoviárias o corte de maciços rochosos resultando em encostas, que fundamentalmente necessitam de estabilidade para o pleno funcinamento das suas vias geratrizes. Este estudo pretende analisar enconstas provenientes da duplicação do trecho da PE-160 e BR-104 entre os municípios de Santa Cruz do Capibaribe e Toritama, com o objetivo de verificar a estabilidade das mesmas utilizando classificações geomecânicas como ferramentas de quantificação e qualificação. Na verificação da estabilidade foi utilizado o RMR (Rock Mass Rating) e SMR (Slope Mass Rating). O RMR se baseia em dados preliminares intrínsecos do maciço rochoso tais como a qualidade da rocha, caracterização das descontinuidades e condições hidrogeológicas; enquanto o SMR adiciona outras duas características ao RMR, que são as atitudes das descontinuidades dos taludes e a sua metodologia de escavação. Com os dados obtidos em campo, calculou-se o RMR dos maciços e este valor foi utilizado para a determinação do SMR que qualifica a condição de estabilidade global do talude. Os resultados obtidos identificaram situações de estabilidade global nos taludes; contudo, observou-se instabilizações localizadas, e para tais condições mínimas, metodologias de melhoramento e proteção foram sugeridas. Logo, a utilização de estudos de estabilidade de taludes como este, podem auxiliar na verificação das condições de segurança da rodovia assegurando-as ou antevendo incidentes e acidentes, e, ajudando em tomadas de decisões.Research, Society and Development2021-12-11info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/2363710.33448/rsd-v10i16.23637Research, Society and Development; Vol. 10 No. 16; e209101623637Research, Society and Development; Vol. 10 Núm. 16; e209101623637Research, Society and Development; v. 10 n. 16; e2091016236372525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/23637/20870Copyright (c) 2021 Tallys Celso Mineiro; Gabriel Magno Cavalcante Calado; Wagner Leal Guimarães Filho; Ananda Barbosa de Souza; Shirley Minnell Ferreira de Oliveirahttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessMineiro, Tallys CelsoCalado, Gabriel Magno Cavalcante Guimarães Filho, Wagner Leal Souza, Ananda Barbosa de Oliveira, Shirley Minnell Ferreira de 2021-12-20T11:03:07Zoai:ojs.pkp.sfu.ca:article/23637Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:42:26.816755Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways Clasificación geomecánica y análisis de estabilidad de taludes en un macizo rocoso en tramos de las carreteras PE-160 y BR-104 Classificação geomecânica e análise da estabilidade de taludes em maciço rochoso em trechos das rodovias PE-160 e BR-104 |
title |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways |
spellingShingle |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways Mineiro, Tallys Celso Rodovias Estabilidade de talude RMR SMR Geomecânica. Roadways Slope stability RMR SMR Geomechanics. Carreteras Estabilidad de taludes RMR SMR Geomecánica. |
title_short |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways |
title_full |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways |
title_fullStr |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways |
title_full_unstemmed |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways |
title_sort |
Geomechanical classification and stability analysis of road slopes in rock masses in stretches of the PE-160 and BR-104 roadways |
author |
Mineiro, Tallys Celso |
author_facet |
Mineiro, Tallys Celso Calado, Gabriel Magno Cavalcante Guimarães Filho, Wagner Leal Souza, Ananda Barbosa de Oliveira, Shirley Minnell Ferreira de |
author_role |
author |
author2 |
Calado, Gabriel Magno Cavalcante Guimarães Filho, Wagner Leal Souza, Ananda Barbosa de Oliveira, Shirley Minnell Ferreira de |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Mineiro, Tallys Celso Calado, Gabriel Magno Cavalcante Guimarães Filho, Wagner Leal Souza, Ananda Barbosa de Oliveira, Shirley Minnell Ferreira de |
dc.subject.por.fl_str_mv |
Rodovias Estabilidade de talude RMR SMR Geomecânica. Roadways Slope stability RMR SMR Geomechanics. Carreteras Estabilidad de taludes RMR SMR Geomecánica. |
topic |
Rodovias Estabilidade de talude RMR SMR Geomecânica. Roadways Slope stability RMR SMR Geomechanics. Carreteras Estabilidad de taludes RMR SMR Geomecánica. |
description |
Infrastructure works such as roads play a vital role in the functioning and development of a society; in this case, being essential for the textile flow of the region. It is common in road works toc ut rock masses resulting in slopes, which fundamentally need stability for the full functioning of its generating routes. This study aims to analyze slopes descendant from the duplication of the PE-160 and BR-104 stretches between the municipalities of Santa Cruz do Capibaribe and Toritama, with the aim of verifying their stability using geomechanical classifications as tools for quantification and qualification. In the verification of stability, RMR (Rock Mass Rating) and SMR (Slope Mass Rating) were used. The RMR is based on preliminary intrinsic data to the rock mass such as rock quality, characterization of discontinuities and hydrogeological conditions; while the SMR adds another two features to RMR, which are the attitudes of the discontinuities of the embankment and its excavation methodology. With the data obtained in the field, the RMR of the massif was calculated and this value was used for the determination of the SMR, that qualifies the global stability condition of the slope. The results obtained identified situations of global stability on the slopes; however, local instabilities were observed and for such minimum conditions, improvement and protection methodologies were suggested. Therefore, the use of slope stability studies like this one can assist in verifying the safety conditions of the roadway, ensuring them or anticipating incidents and accidents, and, helping with decision-making. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-12-11 |
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://rsdjournal.org/index.php/rsd/article/view/23637 10.33448/rsd-v10i16.23637 |
url |
https://rsdjournal.org/index.php/rsd/article/view/23637 |
identifier_str_mv |
10.33448/rsd-v10i16.23637 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/23637/20870 |
dc.rights.driver.fl_str_mv |
https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Research, Society and Development |
publisher.none.fl_str_mv |
Research, Society and Development |
dc.source.none.fl_str_mv |
Research, Society and Development; Vol. 10 No. 16; e209101623637 Research, Society and Development; Vol. 10 Núm. 16; e209101623637 Research, Society and Development; v. 10 n. 16; e209101623637 2525-3409 reponame:Research, Society and Development instname:Universidade Federal de Itajubá (UNIFEI) instacron:UNIFEI |
instname_str |
Universidade Federal de Itajubá (UNIFEI) |
instacron_str |
UNIFEI |
institution |
UNIFEI |
reponame_str |
Research, Society and Development |
collection |
Research, Society and Development |
repository.name.fl_str_mv |
Research, Society and Development - Universidade Federal de Itajubá (UNIFEI) |
repository.mail.fl_str_mv |
rsd.articles@gmail.com |
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1797052834624045056 |