Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1015699
Title: Odelouca dam Construction: Numerical analysis
Authors: Brito, A.
Maranha, J. R.
Caldeira, L.
Keywords: embankments dams;soil constitutive models;soil-rockfill mixtures
Issue Date: Jul-2012
Publisher: 10th World congress on computacional mechanics
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.
URI: https://repositorio.lnec.pt/jspui/handle/123456789/1015699
Appears in Collections:DG/NGOH - Comunicações a congressos e artigos de revista

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