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

    New search for: Larrard, F.

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

    New search for: Larrard, F.

    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.

    Access

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    Check availability in my library
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    A propos de la taille maximale du granulat dans les bétons à hautes performances

    New search for: Larrard, F.

    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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    Title:

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

    Contributors:

    Larrard, F. (author)

    Published in:

    Materials and Structures ; 24 ; 236-239

    Publication date:

    1991-05-01

    Size:

    4 pages

    ISSN:

    1871-6873 , 1359-5997

    DOI:

    https://doi.org/10.1007/BF02472991

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    French

    Keywords:

    Engineering , Structural Mechanics , Materials Science, general , Theoretical and Applied Mechanics , Operating Procedures, Materials Treatment , Civil Engineering , Building Materials

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