Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1015699
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dc.contributor.authorBrito, A.pt_BR
dc.contributor.authorMaranha, J. R.pt_BR
dc.contributor.authorCaldeira, L.pt_BR
dc.date.accessioned2022-12-26T16:35:04Zpt_BR
dc.date.accessioned2023-02-28T11:40:04Z-
dc.date.available2022-12-26T16:35:04Zpt_BR
dc.date.available2023-02-28T11:40:04Z-
dc.date.issued2012-07pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1015699-
dc.description.abstractOdelouca dam is an embankment dam, with 76 m height, recently constructed in the south of Portugal. It is zoned with a core consisting of colluvial and residual schist soil and with soil-rockfill mixtures making up the shells (weathered schist with a significant fraction of coarse sized particles). This paper presents a numerical analysis of Odelouca Dam`s construction. The material constants of the soil model used are determined from a comprehensive testing programme carried out in the Civil Engineering National Laboratory (LNEC) during the dam construction for the hydraulic and mechanical characterization of the materials used. Computational results are then compared between to the ones obtained from the dam monitoring system during the construction stage.pt_BR
dc.language.isoengpt_BR
dc.publisher10th World congress on computacional mechanicspt_BR
dc.rightsopenAccesspt_BR
dc.subjectembankments damspt_BR
dc.subjectsoil constitutive modelspt_BR
dc.subjectsoil-rockfill mixturespt_BR
dc.titleOdelouca dam Construction: Numerical analysispt_BR
dc.typeconferenceObjectpt_BR
dc.identifier.localedicaoSão Paulo - Brazilpt_BR
dc.description.pages13ppt_BR
dc.identifier.localSão Paulo - Brazilpt_BR
dc.description.sectorDG/NGOHpt_BR
dc.identifier.conftitle10th World congress on computacional mechanicspt_BR
dc.contributor.peer-reviewedNAOpt_BR
dc.contributor.academicresearchersNAOpt_BR
dc.contributor.arquivoSIMpt_BR
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