NF EN 1926

NF EN 1926

April 2007
Standard Current

Natural stone test methods - Determination of uniaxial compressive strength

Le présent document spécifie une méthode de détermination de la résistance en compression uniaxiale des pierres naturelles.

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Main informations

Collections

National standards and national normative documents

Publication date

April 2007

Number of pages

20 p.

Reference

NF EN 1926

ICS Codes

91.100.15   Mineral materials and products

Classification index

B10-614

Print number

1 - 12/03/2007

European kinship

EN 1926:2006
Sumary
Natural stone test methods - Determination of uniaxial compressive strength

Le présent document spécifie une méthode de détermination de la résistance en compression uniaxiale des pierres naturelles.
Replaced standards (1)
NF EN 1926
July 1999
Standard Cancelled
Natural stone test methods. Determination of compressive strength.

Le présent document définit une méthode de détermination de la résistance en compression des pierres naturelles.

Table of contents
  • Avant-propos
    4
  • 1 Domaine d'application
    5
  • 2 Références normatives
    5
  • 3 Principe
    5
  • 4 Termes et définitions
    5
  • 5 Symboles
    5
  • 6 Appareillage
    6
  • 7 Préparation des éprouvettes
    6
  • 7.1 Échantillonnage
    6
  • 7.2 Éprouvettes
    6
  • 7.3 Préparation de la surface
    6
  • 7.4 Conditionnement de l'éprouvette avant essais
    7
  • 8 Mode opératoire
    7
  • 8.1 Mesure de l'éprouvette
    7
  • 8.2 Mise en place des éprouvettes dans la machine d'essai
    7
  • 8.3 Chargement
    7
  • 9 Expression des résultats
    7
  • 10 Rapport d'essai
    8
  • Annexe A (normative) Détermination de la résistance en compression des pierres de consolidation
    10
  • Annexe B (informative) Détermination de l'indice de résistance des pierres naturelles à une charge ponctuelle
    13
  • Annexe C (normative) Évaluation statistique des résultats d'essai
    14
  • Annexe D (informative) Bibliographie se rapportant à l'Annexe B
    17
  • Bibliographie
    18
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