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Application of electrical resistivity tomography (ERT) in uranium mining earth dam

dc.contributor.authorMoreira, Cesar Augusto [UNESP]
dc.contributor.authorGuireli Netto, Leonides [UNESP]
dc.contributor.authorCamarero, Pedro Lemos [UNESP]
dc.contributor.authorBertuluci, Fernanda Barbosa [UNESP]
dc.contributor.authorHartwig, Marcos Eduardo
dc.contributor.authorDomingos, Reinaldo
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionInstitute for Technological Research (IPT)
dc.contributor.institutionEspírito Santo Federal University
dc.contributor.institutionUniversidade Rovuma (UniRovuma)
dc.date.accessioned2023-07-29T12:43:58Z
dc.date.available2023-07-29T12:43:58Z
dc.date.issued2022-12-01
dc.description.abstractDams are built to contain water or mining tailings and provide several benefits to society. The safety and stability of these structures are essential since eventual accidents can generate catastrophic damage. The main cause of ruptures is associated with abnormal seepage, which can progress to an internal erosion process. To assess the stability and safety of dams, periodic inspections are carried out, which typically include visual inspections and geotechnical instrumentation. Some geophysical methods have the potential to assist conventional geotechnical instrumentation using non-destructive and rapid acquisition investigations. The present study applied a finite element forward modeling to evaluate the percolation conditions and water stability in an earth dam of a decommissioned uranium mine in Brazil. The dam is the final structure of the contention system of mine water treatment. The electrical resistivity data were acquired using electrical resistivity tomography (ERT) and Schlumberger array. The results were presented from the inversion of data in 3D models. The data were processed by open-source software (modeling and inversion of geophysical data). The results indicate the presence of water in the vertical filter located in the crest area. The different levels of investigation indicated water infiltration in the rock mass of the dam foundation. These results are supported by structural surveys carried out in the area that indicate a fracturing pattern in the rock mass of the mine area. The results of the study were satisfactory for the desired purposes and demonstrate that geophysical methods constitute an important complementary tool for the geotechnical monitoring dams.en
dc.description.affiliationGeosciences and Exact Sciences Institute (IGCE) São Paulo State University (UNESP)
dc.description.affiliationCities Infrastructure and Environment Department Institute for Technological Research (IPT)
dc.description.affiliationGeology Department Center for Natural and Health Sciences Espírito Santo Federal University
dc.description.affiliationFaculty of Geosciences Universidade Rovuma (UniRovuma), PO Box 544
dc.description.affiliationUnespGeosciences and Exact Sciences Institute (IGCE) São Paulo State University (UNESP)
dc.format.extent1265-1279
dc.identifierhttp://dx.doi.org/10.1093/jge/gxac082
dc.identifier.citationJournal of Geophysics and Engineering, v. 19, n. 6, p. 1265-1279, 2022.
dc.identifier.doi10.1093/jge/gxac082
dc.identifier.issn1742-2140
dc.identifier.issn1742-2132
dc.identifier.scopus2-s2.0-85144768866
dc.identifier.urihttp://hdl.handle.net/11449/246547
dc.language.isoeng
dc.relation.ispartofJournal of Geophysics and Engineering
dc.sourceScopus
dc.subjectdams
dc.subjectgeophysics
dc.subjectmining
dc.subjectmodeling
dc.subjectseepage
dc.titleApplication of electrical resistivity tomography (ERT) in uranium mining earth damen
dc.typeArtigopt
dspace.entity.typePublication
unesp.author.orcid0000-0002-7044-4534 0000-0002-7044-4534[2]
unesp.campusUniversidade Estadual Paulista (UNESP), Instituto de Geociências e Ciências Exatas, Rio Claropt

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