Published date: Jun 02 2020

Journal Title: KnE Engineering

Issue title: International Congress on Engineering — Engineering for Evolution

Pages: 368–379

DOI: 10.18502/keg.v5i6.7054

Baali Laidbaali_laid@yahoo.frUniversity Mohamed Boudiaf - M’sila, Algeria

Larbi B BelagraaUniversity Mohamed Boudiaf - M’sila, Algeria

Zeghichi LeilaUniversity Mohamed Boudiaf - M’sila, Algeria

Benhamouda AbdelhakimCMADE-Laboratory, Faculty of Engineering, University of Beira Interior, Portugal

Self-compacting concretes represent a new advance for concrete construction because they offer many advantages from the economic, technical and social point of view. They are very fluid concretes, which are put in place without vibration. When pouring into a formwork, tightening a BAP is ensured by the simple effect of gravity. Thanks to their formulation, they offer exceptional flow characteristics and filling formwork while resisting perfectly segregation. Homogeneous and stable, they have resistances and durability similar to those of traditional concretes of which they are differentiated by their properties in the fresh state. The use of self-compacting concrete reduces the noise nuisance, as well as the hardness of the work. This research work is part of a policy of contributing to the improvement of the properties of self-compacting concretes prepared from local materials in the M’sila region. In this study, we are interested in obtaining the most suitable concrete formulation for the different local materials of the M’sila region. Our study is directed towards the effect of the following parameters on the physico-mechanical properties of the composite such as: dynamic segregation, spreading diameter as well as mechanical strengths (compression, traction). It is therefore a question of determining the criteria to be imposed on these parameters, in order to lead to the construction of a self-compacting concrete characterized by  an acceptable resistance. The experimental results of compressive strengths show significant behaviors between BAP and BV. They allowed to distinguish a resistance gain between 15.11 and 49.28, this gain is explained by a rehydration of the cement matrix due to the migration of the water through the pores for the BAP, but also to better binding properties of the hydrates forms.

Keywords: SCC, Rheological behavior, Mechanical resistance, Binder

[1] Fares H. ” Propriétés mécaniques et physico-chimiques de bétons autoplaçants exposés à une tempurature élevée ”. Thèse de doctorat, université de Gergy-Pontoise, 07/12/2000, 07.

[2] Bensebti S. ” Formulation et Propriétés des Bétons Autoplaçants à Base de Matériaux Locaux ”. Thèse de doctorat, Université Mentouri-Constantine, 02/07/2008, P-1, 2008.

[3] Hamouine A, Rikioui T. Fabrication du béton autoplaçant à base des matériaux locaux de la région de Saoura. Séminaire sur les technologies du béton, 2004.

[4] Audenaert K, V. Boel, V, & Schutter G.D. Carbonation of Self Compacting Concrete. 6th International Symposium on High Strength/High Performance Concrete, Leipzig, June, 2002, 853-862, 2003.

[5] Okamura H, Ouchi M. Self-Compacting Concrete. Journal of Advanced Concrete Technology, 1 (1) (2003), 5–15.

[6] Collection technique CIM Béton. ”Les bétons: formulation, fabrication et mise en œuvre”, G11-Tome2, Octobre 2006,110-119, 2006.

[7] Dupain R, Lanchon R, Saint Arroman J C. ”Granulats, Sols, Ciments et Granulats”. Editions CASTEILLLA, ISB 2.7135-1471-1, Paris, 03-33, 1995.

[8] Recueil technique GRANITEX, (2008)., p: 45 et 58-59.

[9] AFGC Bétons auto-plaçants, (2000). Recommandations previsoires. Association Française du Génie Civil.

[10] Georges Dreux, Jean Festa. ”Nouveau guide du béton”. Editions Eyrolles, Paris 1995, 156- 202. ISBN ISBN 2-212-10230-5

[11] Baron J. Introduction à la durabilité des bétons, La durabilité des bétons. Presses de l’école nationale des ponts et chaussées, ISBN 2-85978-184-6, Paris 1992, 23 -38.