Maio 2014 vol. 1 num. 1 - 10th World Congress on Computational Mechanics

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ODELOUCA DAM CONSTRUCTION: NUMERICAL ANALYSIS

Brito, A. ; Maranha, J. R. ; Caldeira, L. ;

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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.

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Palavras-chave: Embankments dams, Soil-rockfill mixtures, Soil constitutive models.,

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DOI: 10.5151/meceng-wccm2012-19672

Referências bibliográficas
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  • [5] K. Roscoe and J. B. Burland, "On the generalized stress strain behaviour of wet clay.," in In Engineering Plasticity, eds, Cambridge, England: Cambridge University Press., J.Heyman and F.A. Leckie, 1968, pp. 535-609.
Como citar:

Brito, A.; Maranha, J. R.; Caldeira, L.; "ODELOUCA DAM CONSTRUCTION: NUMERICAL ANALYSIS", p. 4028-4040 . In: In Proceedings of the 10th World Congress on Computational Mechanics [= Blucher Mechanical Engineering Proceedings, v. 1, n. 1]. São Paulo: Blucher, 2014.
ISSN 2358-0828, DOI 10.5151/meceng-wccm2012-19672

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