Logotipo do repositório

Geological-geotechnical analysis of a rock-toppling prone canyon in Furnas, Brazil, after a fatal event

dc.contributor.authorCabral, Victor [UNESP]
dc.contributor.authorReis, Fábio Augusto Gomes Vieira [UNESP]
dc.contributor.authorSanchez, Joana Paula
dc.contributor.authorCerri, Rodrigo Irineu [UNESP]
dc.contributor.authorMonticelli, João Paulo
dc.contributor.authordos Santos Corrêa, Claudia Vanessa [UNESP]
dc.contributor.authorVeloso, Vinícius Queiroz [UNESP]
dc.contributor.authorDuarte, Débora Moraes
dc.contributor.authordos Garion, Guidotti de Souza
dc.contributor.authorLonghitano, George A.
dc.contributor.authorde Souza, Bruno Fructuoso Coelho
dc.contributor.authorGramani, Marcelo Fischer
dc.contributor.authorKuhn, Caiubi Emanuel Souza [UNESP]
dc.contributor.authordo Carmo Giordano, Lucilia [UNESP]
dc.date.accessioned2026-05-27T12:44:38Z
dc.date.issued2025-06-27
dc.description.abstractWhen a disaster related to a natural phenomenon occurs in areas dependent on Geotourism, restoring tourist confidence can be a challenge. An example is the rock-toppling event that occurred on January 2022 in one of the four canyons located in the Furnas reservoir in Brazil, which caused 10 fatalities. Visitation fear and their temporary closure severely impacted the economy of the surrounding municipalities that rely on tourism. To support a safer operation of the canyons to visitation, our study investigates the factors that can lead to landslide events in the region, based on the combination of field investigations, rock-mass quality evaluation (RMR14) and kinematic analysis. We hypothesize that the assessment of rock-mass quality can successfully identify specific areas in the bedrock that are prone to rockfall and rock toppling, supporting risk management strategies in tourist regions. Our results indicate that the 2022 rock-toppling event occurred due to the combination of different factors, such as rainfall infiltration in the unfavorably-oriented joints of the bedrock and reservoir water-level fluctuations. Moreover, the long-term erosion at the base of the slope, caused by the nearby waterfall flow and water-level variations, weakened rock-mass support. The RMR14 method adapted to open rock slopes successfully supports the estimation of the bedrock’s geomechanical properties, identifying structural zones in the rock mass that are prone to slope failure(s) and, as a consequence, should be monitored. The kinematic analysis further indicates that the four canyons are highly susceptible to planar failures and, less so, to toppling, although specific locations in the slopes show a higher rock-toppling susceptibility, especially where two perpendicularly-oriented fault zones (NW-SE and NE-SW strikes) intersect. The consideration of geomechanical properties in hazard evaluation is recommended as a risk management strategy, supporting the delimitation of regions near the rock slopes that should be restricted and of specific portions in the bedrock that should be retained. Our study was fundamental to establishing visitation procedures in the canyons, so that tourists and workers are more protected and aware of the existing geohazards.
dc.description.affiliationCenter of Applied Natural Sciences (UNESPetro), Institute of Geosciences and Exact Sciences, São Paulo State University – UNESP. Address: Av. 24A, 1555 – Rio Claro, São Paulo, Brazil
dc.description.affiliationDepartment of Environmental Engineering (DEA), Institute of Geosciences and Exact Sciences, São Paulo State University – UNESP. Address: Av. 24A, 1555 – Rio Claro, São Paulo, Brazil
dc.description.affiliationFaculdade de Ciência e Tecnologia, Universidade Federal de Goiás – UFG. Address: Rua Mucuri S/N – Aparecida de Goiás, Goiás, Brazil
dc.description.affiliationDepartment of Geology (DG), Institute of Geosciences and Exact Sciences, São Paulo State University – UNESP. Address: Av. 24A, 1555 – Rio Claro, São Paulo, Brazil
dc.description.affiliationGeotechnics Department, Engineering School of São Paulo (EESC), University of São Paulo – USP. Address: Av. Trabalhador São-Carlense, 400 – São Carlos, São Paulo, Brazil
dc.description.affiliationG-Drones. Address: Rua Desembargador do Vale, 653 – São Paulo, São Paulo, Brazil
dc.description.affiliationInstitute for Technological Research – IPT. Address: Av. Prof. Almeida Prado, 532 – São Paulo, São Paulo, Brazil
dc.description.affiliationUnespCenter of Applied Natural Sciences (UNESPetro), Institute of Geosciences and Exact Sciences, São Paulo State University – UNESP. Address: Av. 24A, 1555 – Rio Claro, São Paulo, Brazil
dc.description.affiliationUnespDepartment of Environmental Engineering (DEA), Institute of Geosciences and Exact Sciences, São Paulo State University – UNESP. Address: Av. 24A, 1555 – Rio Claro, São Paulo, Brazil
dc.description.affiliationUnespDepartment of Geology (DG), Institute of Geosciences and Exact Sciences, São Paulo State University – UNESP. Address: Av. 24A, 1555 – Rio Claro, São Paulo, Brazil
dc.identifierhttps://app.dimensions.ai/details/publication/pub.1190146765
dc.identifier.dimensionspub.1190146765
dc.identifier.doi10.5194/egusphere-2025-1248
dc.identifier.orcid0000-0002-9910-0508
dc.identifier.orcid0000-0003-3918-6861
dc.identifier.orcid0000-0001-7540-5334
dc.identifier.orcid0000-0003-3075-6100
dc.identifier.orcid0000-0001-8419-7696
dc.identifier.orcid0000-0003-2524-8443
dc.identifier.orcid0000-0002-8387-0217
dc.identifier.orcid0000-0002-6330-1850
dc.identifier.orcid0000-0003-1373-9464
dc.identifier.orcid0000-0003-1434-9433
dc.identifier.urihttps://hdl.handle.net/11449/324742
dc.publisherCopernicus Publications
dc.relation.ispartofEGUsphere; v. 2025; p. 1-34
dc.rights.accessRightsAcesso abertopt
dc.rights.sourceRightsoa_all
dc.rights.sourceRightsgreen
dc.sourceDimensions
dc.titleGeological-geotechnical analysis of a rock-toppling prone canyon in Furnas, Brazil, after a fatal event
dc.typeArtigopt
dspace.entity.typePublication
relation.isOrgUnitOfPublication4763ec56-704e-41e0-9685-b5bef5946feb
relation.isOrgUnitOfPublication.latestForDiscovery4763ec56-704e-41e0-9685-b5bef5946feb
unesp.campusUniversidade Estadual Paulista (UNESP), Instituto de Geociências e Ciências Exatas, Rio Claropt

Arquivos

Pacote original

Agora exibindo 1 - 1 de 1
Carregando...
Imagem de Miniatura
Nome:
fulltext_11449_324742.pdf
Tamanho:
3,18 MB
Formato:
Unknown data format
Descrição:
Obtido de: Open Alex