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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004098
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dc.contributor.authorLemos, J. V.pt_BR
dc.contributor.authorMuralha, J.pt_BR
dc.contributor.authorLamas, L.pt_BR
dc.date.accessioned2012-11-23T18:43:12Zpt_BR
dc.date.accessioned2013-05-24T16:23:45Zpt_BR
dc.date.accessioned2014-10-09T14:06:49Zpt_BR
dc.date.accessioned2017-04-13T09:51:09Z-
dc.date.available2012-11-23T18:43:12Zpt_BR
dc.date.available2013-05-24T16:23:45Zpt_BR
dc.date.available2014-10-09T14:06:49Zpt_BR
dc.date.available2017-04-13T09:51:09Z-
dc.date.issued2012-10pt_BR
dc.identifier.issn2175-8182pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1004098-
dc.description.abstractIdentification of potential failure mechanisms defined by the rock mass discontinuities or the concrete-rock interface plays an important role in the safety assessment of concrete dam foundations. The paper presents instances of application of discrete elements deformable block models for analysis of these failure scenarios, representing the rock mass foundation and the concrete dam. The rock mass characterization needs and the methodologies for obtaining the input parameters for these models are discussed.pt_BR
dc.language.isoengpt_BR
dc.publisherInstituto Brasileiro do Concreto - IBRACONpt_BR
dc.rightsopenAccesspt_BR
dc.subjectDam foundationspt_BR
dc.subjectDiscontinuum modelspt_BR
dc.subjectRock mass parameterspt_BR
dc.subjectSafety analysispt_BR
dc.titleDam foundation failure analysis. Discontinuum models and rock mass parameterspt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures5pt_BR
dc.description.tables2pt_BR
dc.description.pages12ppt_BR
dc.identifier.seminarioDam Worldpt_BR
dc.identifier.localMaceió, Alagoas - Brasilpt_BR
dc.description.sectorDBB/NFOSpt_BR
dc.description.year2012pt_BR
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