Dam foundation failure analysis. Discontinuum models and rock mass parameters

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dc.contributor.author	Lemos, J. V.	pt_BR
dc.contributor.author	Muralha, J.	pt_BR
dc.contributor.author	Lamas, L.	pt_BR
dc.date.accessioned	2012-11-23T18:43:12Z	pt_BR
dc.date.accessioned	2013-05-24T16:23:45Z	pt_BR
dc.date.accessioned	2014-10-09T14:06:49Z	pt_BR
dc.date.accessioned	2017-04-13T09:51:09Z
dc.date.available	2012-11-23T18:43:12Z	pt_BR
dc.date.available	2013-05-24T16:23:45Z	pt_BR
dc.date.available	2014-10-09T14:06:49Z	pt_BR
dc.date.available	2017-04-13T09:51:09Z
dc.date.issued	2012-10	pt_BR
dc.identifier.issn	2175-8182	pt_BR
dc.identifier.uri	https://repositorio.lnec.pt/jspui/handle/123456789/1004098
dc.description.abstract	Identification 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.iso	eng	pt_BR
dc.publisher	Instituto Brasileiro do Concreto - IBRACON	pt_BR
dc.rights	openAccess	pt_BR
dc.subject	Dam foundations	pt_BR
dc.subject	Discontinuum models	pt_BR
dc.subject	Rock mass parameters	pt_BR
dc.subject	Safety analysis	pt_BR
dc.title	Dam foundation failure analysis. Discontinuum models and rock mass parameters	pt_BR
dc.type	conferenceObject	pt_BR
dc.description.figures	5	pt_BR
dc.description.tables	2	pt_BR
dc.description.pages	12p	pt_BR
dc.identifier.seminario	Dam World	pt_BR
dc.identifier.local	Maceió, Alagoas - Brasil	pt_BR
dc.description.sector	DBB/NFOS	pt_BR
dc.description.year	2012	pt_BR