NF P98-114-1

NF P98-114-1

December 1992
Standard Cancelled

Roadway foundations. Methodology for laboratory study of materials treated with hydraulic binders. Part 1 : sand/gravel mixtures treated with hydraulic binders.

La présente norme définit une méthode d'étude des graves traitées aux liants hydrauliques, des bétons compactés et des graves traitées aux liants hydrauliques à hautes performances.

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Main informations

Collections

National standards and national normative documents

Publication date

December 1992

Number of pages

15 p.

Reference

NF P98-114-1

ICS Codes

93.080.20   Road construction materials

Classification index

P98-114-1

Print number

1 - 01/01/1993
Sumary
Roadway foundations. Methodology for laboratory study of materials treated with hydraulic binders. Part 1 : sand/gravel mixtures treated with hydraulic binders.

La présente norme définit une méthode d'étude des graves traitées aux liants hydrauliques, des bétons compactés et des graves traitées aux liants hydrauliques à hautes performances.
Standard replaced by (1)
NF P98-114-1
May 2009
Standard Cancelled
Road foundations - Methodology for laboratory study of materials treated with hydraulic binders - Part 1 : sand/gravel mixtures treated with hydraulic binders

Le présent document définit une méthode d'étude de graves traitées aux liants hydrauliques et pouzzolaniques, des bétons compactés et des graves traitées aux liants hydrauliques à hautes performances.

Table of contents
  • 1 Domaine d'application
    4
  • 2 Références normatives
    4
  • 3 Définitions
    6
  • 4 Symboles et abréviations
    6
  • 5 Principe
    6
  • 5.1 Étude réduite
    6
  • 5.2 Étude complète
    6
  • 6 Éprouvettes
    7
  • 6.1 Préparation des matériaux
    7
  • 6.2 Confection des éprouvettes
    7
  • 6.3 Conservation des éprouvettes
    7
  • 7 Méthode d'étude
    7
  • 7.1 Identification des composants
    7
  • 7.2 Cas de l'étude réduite
    8
  • 7.3 Classement en difficulté de compactage de la formule de base
    10
  • 7.4 Détermination des délais de maniabilité de la formule de base
    10
  • Annexe A (informative) Cas d'une étude complète
    11
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