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Recommandations pour le contrôle de la qualité du béton d'après la dureté superficielle

  • RILEM Recommendation
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Références

  1. British Standard BS 4408, Part 4, 1971,Recommendations for non-destructive methods of test for concrete. Surface hardness methods.

  2. German Standard DIN 1049, Part 2, February 1976.Testing methods for concrete. Compressive strength of concrete in structure members.

  3. Romanian Standard G 30–67.Technical instructions for concrete testing by using Schmidt Hammer type N.

  4. Polish Standard PN-74 B 06262.Non-destructive testing of concrete using the Schmidt Hammer Rebound, type N. 148 IRB Instructions for the use of Schmidt hammer in the non-destructive control of concrete quality in building.

  5. Bulgarian Standard BDS 3816-72 Concrete.Determination of probable compressive strength by mechanical nondestructive methods.

  6. Hungarien Standard MS 4715/5-72.Testing methods for concrete. Non-destructive testing methods; HS 201/1-72. Testing concrete by Schmidt Hammer type N.

  7. NBN 15-225.—Mesure de la dureté de surface. Indice sclérométrique. Institut Belge de normalisation, Bruxelles, 1971.

  8. Kollek, J. J.Analysis of answers to RILEM questionnaire on the Schmidt Rebound Hammer, Materials and Structures, vol. 2, no 10, 1969, p. 285–291.

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  9. Facaoaru I.Comparison between recommendations existing in some East European countries concerning the determination of concrete strength by surface hardness methods. Materials and Structure, vol. 9, no 51, 1976, p. 207–210.

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  10. DIN 1048 Part. 4, December 1978.Test methods for concrete; determination of the compressive strength in hardness concrete in structures and units, application of references lines and evaluation with special methods.

  11. Logothetis L.Combination of three N.D.M. to determine the concrete strength, Ph. D. Thesis, Athena, 1979.

  12. Czechoslovakian Standard CSN 73 1373-69.Testing of concrete by hardness testing methods.

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Recommandations pour le contrôle de la qualité du béton d'après la dureté superficielle. Matériaux et Constructions 16, 368–376 (1983). https://doi.org/10.1007/BF02473818

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  • DOI: https://doi.org/10.1007/BF02473818

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