Characterization of a self-compacting sand concrete using the quarry waste

Author:

Abidelah A.123,Bouchaïr A.123,Kerdal D.123,Ayed K.123

Affiliation:

1. LaMI, Polytech, Blaise Pascal University, BP 206, 63174 Aubière, France.

2. LM2SC, Civil Engineering Department, USTO, Oran, Algeria.

3. LABMAT, Civil Engineering Department, ENSET, Oran, Algeria.

Abstract

Self-compacting sand concrete (SCSC) can be made by using the quarry waste, thus helping to reduce the actual deficit in aggregates in Algeria and contribute to the solution of an acute environmental problem. The SCSC presented in this paper is made with aggregates whose maximum size is less than 5 mm. Several mixes were prepared by varying parameters, such as water volume, weight and nature of cement, weight of sand, nature of admixtures, and shape of aggregates. Each one of the SCSC mixes has been analyzed by considering its rheological behavior in the fresh state and its mechanical behavior in the hardened state. In the fresh state, the elaborated SCSC satisfies the recommendations of the Association Française de Génie Civil (AFGC) and in the hardened state, its mechanical performance is good.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference30 articles.

1. AFGC. 2000. Technical and science reports – Draft recommendations for the self-compacting concretes. l'Association Française de Génie Civil [in French].

2. Effects of curing conditions on properties of concrete using slag replacement

3. Assié, S. 2004. Durability of self-compacting concretes. Ph.D. thesis, INSA, Toulouse, France [in French].

4. Influence de la durée d'une cure humide sur les caractéristiques mécaniques de bétons d'usage courant

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