NFP 98 114-3 : 2009
Current
The latest, up-to-date edition.
ROAD FOUNDATIONS - METHODOLOGY FOR LABORATORY STUDY OF MATERIALS TREATED WITH HYDRAULIC BINDERS - PART 3: SOILS TREATED WITH HYDRAULIC BINDERS POSSIBLY COMBINED WITH LIME
12-01-2013
Avant-propos
1 Domaine d'application
2 Références normatives
3 Termes et définitions
4 Symboles et abréviations
5 Principe
5.1 Étude complète
5.2 Étude réduite
6 Éprouvettes
6.1 Préparation des matériaux
6.2 Confection des éprouvettes
6.3 Conservation des éprouvettes
7 Méthode d'étude
7.1 Identification des composants
7.2 Choix d'une formule d'étude
7.3 Références de compactage
7.4 Portance immédiate
7.5 Age autorisant la circulation
7.6 Sensibilité à l'eau
7.7 Délai de maniabilité
7.8 Résistance au gel
7.9 Performances à long terme
7.10 Détermination de la formule de base
Le présent document s'applique aux sols traités aux liants hydrauliques éventuellement associés à la chaux, codifiés au sens des normes NF P 98-115 et NF EN 14227-10, 11, 12, 13 et 14 que l'on désignera sous le terme général "sols TLH". Les sols concernés par ce document sont des sols naturels suivants selon la norme NF P 11-300: - sols fins ayant plus de 35% de tamisat à 80 mm A1 et A2, - sols de type sable (D < ou = 6,3 mm) de type B2, B5 et B6, - sols de type grave (D > 6,3 mm) présentant moins de 35% de tamisat à 80 mm et une VBS > 0,1. B3, B5 et B4 et B6 répondant aux critères du Tableau 1.
DevelopmentNote |
Indice de classement: P98-114-3. (09/2002) PR NFP 98 114-3 April 2008. (04/2008)
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Standard
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Association Francaise de Normalisation
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Current
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