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Odelouca dam Construction: Numerical analysis

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dc.contributor.author Brito, A. pt_BR
dc.contributor.author Maranha, J. R. pt_BR
dc.contributor.author Caldeira, L. pt_BR
dc.date.accessioned 2022-12-26T16:35:04Z pt_BR
dc.date.accessioned 2023-02-28T11:40:04Z
dc.date.available 2022-12-26T16:35:04Z pt_BR
dc.date.available 2023-02-28T11:40:04Z
dc.date.issued 2012-07 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1015699
dc.description.abstract Odelouca 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.iso eng pt_BR
dc.publisher 10th World congress on computacional mechanics pt_BR
dc.rights openAccess pt_BR
dc.subject embankments dams pt_BR
dc.subject soil constitutive models pt_BR
dc.subject soil-rockfill mixtures pt_BR
dc.title Odelouca dam Construction: Numerical analysis pt_BR
dc.type conferenceObject pt_BR
dc.identifier.localedicao São Paulo - Brazil pt_BR
dc.description.pages 13p pt_BR
dc.identifier.local São Paulo - Brazil pt_BR
dc.description.sector DG/NGOH pt_BR
dc.identifier.conftitle 10th World congress on computacional mechanics pt_BR
dc.contributor.peer-reviewed NAO pt_BR
dc.contributor.academicresearchers NAO pt_BR
dc.contributor.arquivo SIM pt_BR


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