Please use this identifier to cite or link to this item: http://www.repositorio.ufop.br/jspui/handle/123456789/12799
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dc.contributor.authorSantos, Débora Elisa dos-
dc.contributor.authorGonçalves, Pablo Camilo de Carvalho-
dc.contributor.authorSilva, Guilherme Jorge Brigolini-
dc.contributor.authorPorto, Thiago Bomjardim-
dc.contributor.authorFerreira, Lucas Deleon-
dc.contributor.authorGomes, Romero César-
dc.date.accessioned2020-10-05T19:23:22Z-
dc.date.available2020-10-05T19:23:22Z-
dc.date.issued2019pt_BR
dc.identifier.citationSANTOS, D. E. dos et al. Numerical study of slope stability in an anchored wall in Belo Horizonte, Brazil. International Journal of Science and Engineering Investigations, v. 8, n. 95, p. 38-45, dez. 2019. Disponível em: <http://www.ijsei.com/papers/ijsei-89519-06.pdf>. Acesso em: 10 mar. 2020.pt_BR
dc.identifier.issn2251-8843-
dc.identifier.urihttp://www.repositorio.ufop.br/handle/123456789/12799-
dc.description.abstractThe present work presents a study on an emergency containment work carried out on one of the main avenues of the capital of Minas Gerais in the year 2018. This structure comprises a curtain anchored by rods installed on a containment of the same nature that was instated as a function of corrosion in the head of the rods due to saturation of the slope. The stability of the problem was analyzed by means of the rigorous equilibrium-limit method (Morgenstern-Price), with the help of GeoStudio 2019 software, SLOPE/W module. Through modeling using finite elements in the Sigma module of GeoStudio, A 2D strain study was carried out for the following "In Situ" scenarios (before reinforcement rods and after the application of the new reinforcement lines). Additionally, the Elastoplastic model was considered representative of the Geotechnical massif. In general, the study returned a significant increase in the safety factor of the slope conferred by the anchored wall and acceptable horizontal displacements, of the order of 1, 5cmpt_BR
dc.language.isoen_USpt_BR
dc.rightsabertopt_BR
dc.subjectNumerical analyses with FEMpt_BR
dc.titleNumerical study of slope stability in an anchored wall in Belo Horizonte, Brazil.pt_BR
dc.typeArtigo publicado em periodicopt_BR
dc.rights.licenseAll contents of International Journal of Science and Engineering Investigations are licensed under a Creative Commons Attribution-ShareAlike 4.0 International License. Fonte: International Journal of Science and Engineering Investigations. Disponível em: <http://www.ijsei.com/index.htm>. Acesso em: 16 jun 2020.pt_BR
Appears in Collections:DEURB - Artigos publicados em periódicos

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