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A propos de la taille maximale du granulat dans les bétons à hautes performances

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Summary

In response to the preceding letter, the authors believe the arguments are disputable because of the density of the fluid used (aggregates ‘weightless’—no piling effect) and the loading is dynamic (cf. classical vane test). Nevertheless, M. De Larrard's remarks point out possible developments.

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References

  1. Barrioulet, M. et Legrand, C., ‘Influence des caractéristiques des granulats sur les actions intergranulaires dans l'écoulement du béton frais’,Matér. Constr. 33 (1989) 339–243.

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  2. Aitcin, P. C., Bedard, C., Plumat, M. et Haddad, G., ‘Very high strength cement for very high strength concrete’,Proc. Mater. Res. Soc. Symp. 42 (1985) 201–210.

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  3. Caquot, A. et Kérisel, J., ‘Traité de Mécanique des Sols’, 4ème édn (1966) p. 240, Gauthier-Villars, Paris.

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Authors and Affiliations

  1. Laboratoire Central des Ponts et Chaussées, Paris, France

    F. De Larrard

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  1. F. De Larrard
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De Larrard, F. A propos de la taille maximale du granulat dans les bétons à hautes performances. Materials and Structures 24, 236–239 (1991). https://doi.org/10.1007/BF02472991

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  • DOI: https://doi.org/10.1007/BF02472991

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