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Impact of Non-Compliance of Exposure Classes in Reinforced Concrete Structures

DOI: 10.4236/ojce.2023.131002, PP. 25-34

Keywords: Common Exposure Classes, Specific Exposure Classes, Concrete, Alkali-Reaction

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Abstract:

From the National Agency for the Organization and Construction of Infrastructures (ANOCI) program to the Emerging Senegal Plan (PSE), construction in Senegal has improved considerably. However, deficiencies remain in the specification of materials used mainly in hydraulic concrete. They are generally related to the specification of aggregates for alkali reactivity and the choice of exposure classes specified in NF EN 206-1. The purpose of this article is to study the incidence of non-compliance with exposure classes in reinforced concrete structures. To carry out this study, surveys were carried out at several sites (districts) in Dakar (Cité Avion, Touba Ouakam, Cité Asecna, Cité Batrain, Cité Comico, Cité Assemblée and Terme Sud) in order to collect information on the formulation and implementation methods used. The comparison of the various readings carried out made it possible to deduce conclusions and to give recommendations when using standard NF EN 206-1.

References

[1]  L’anoci Devient. Agence Nationale pour l’Organisation et la Construction d’Infrastructures.
http://www.xibar.net
[2]  PSE. Ministère de l’Economie, du Plan et de la Coopération.
[3]  Indice du Chiffre d’Affaires dans la Construction (ICAC).
https://www.ansd.sn
[4]  Rapport Direction Protection Civile : 225 Batiments Effondrés en 2015.
https://www.senego.com
[5]  Statistiques Mondiales écologiques.
https://www.planetoscope.com
[6]  NBN EN 206:2014 ICS : 91.100.30 Concrete and Concrete Products.
[7]  NF EN 206-1: 2004 AMD 2 2005. Concrete-PART 1: Specification, Performance, Production and Conformity.
[8]  SNBPE National Ready-Mixed Concrete Syndicate.

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