NF EN 14475 : 2007
Current
The latest, up-to-date edition.
EXECUTION OF SPECIAL GEOTECHNICAL WORKS - REINFORCED FILL
12-01-2013
Avant-propos
1 Domaine d'application
2 Références normatives
3 Termes et définitions
4 Informations nécessaires pour l'exécution des travaux
5 Reconnaissances géotechniques
6 Matériaux et produits
7 Considérations relatives à la conception
8 Exécution
9 Surveillance, essais et controles
10 Comptes-rendus
11 Exigences particulières
Annexe A (informative) Exemples d'utilisation de différents
types de remblais, suivant les applications, les
renforcements et les parements
Annexe B (informative) Propriétés électrochimiques des
matériaux de remblais associés à des renforcements
métalliques
Annexe C (informative) Éléments et systèmes de parement
Annexe D (informative) Quelques formes particulières de
renforcement
Annexe E (informative) Renforcements en acier
Annexe F (informative) Recommandations concernant les
éléments de parement
Bibliographie
Describes engineered fills that are reinforced by the inclusion of horizontal or sub-horizontal reinforcement placed between layers of fill during construction.
DevelopmentNote |
Indice de Classement: P94-326. PR NF EN 14475 August 2002. (09/2002) PR NF EN 14475 August 2005. (08/2005)
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DocumentType |
Standard
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PublisherName |
Association Francaise de Normalisation
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Status |
Current
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Standards | Relationship |
DIN EN 14475:2006-04 | Identical |
BS EN 14475:2006 | Identical |
UNI EN 14475 : 2006 | Identical |
NFG 38 067 : 2017 | GEOSYNTHETICS, GEOTEXTILES AND RELATED PRODUCTS - STABILIZATION OF A THIN LAYER OF SOIL ON SLOPE - JUSTIFICATION OF DIMENSIONING AND DESIGN ELEMENTS |
NFG 38 064 : 2016 | USE OF GEOTEXTILES AND GEOTEXTILES-RELATED PRODUCTS - INCLINED WALLS AND STRENGTHENED SLOPES IN SOILS REINFORCED BY GEOSYNTHETIC SHEETS - JUSTIFICATION OF DIMENSIONING AND DESIGN ELEMENTS |
NFP 94 270 : 2009 | GEOTECHNICAL DESIGN - RETAINING STRUCTURES - REINFORCED AND SOIL NAILING STRUCTURES |
XP G38 064 : 2010 XP | USE OF GEOTEXTILES AND GEOTEXTILES-RELATED PRODUCTS - INCLINED WALLS AND STRENGTHENED SLOPES IN SOILS REINFORCED BY GEOSYNTHETIC SHEETS - JUSTIFICATION OF DIMENSIONING AND DESIGN ELEMENTS |
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