Technical Papers
Mar 10, 2012

Influence of Filler Addition on Mechanical Behavior of Cementitious Mortar-Rubber Aggregates: Experimental Study and Modeling

Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 11

Abstract

This work focuses on the feasibility of reusing and valorizing rubber aggregates from shredded worn tires in cement paste. This kind of eco-material could be used, for example, in special buildings, roads or pavement, or recreational areas. Fractions of the volume of sand were substituted by the same volume of rubber aggregates. The volume contains the ratio of rubber aggregates ranging from 0 to 50%. Nevertheless, compressive and flexural strengths decrease when the volume ratio of rubber aggregates increases in mortar-rubber aggregate mixtures. A solution to the decrease in mechanical strengths consists of adding mineral particles, such as siliceous or limestone fillers. Experimental characterization of the mechanical behavior of mortar-rubber aggregates containing either siliceous or limestone fillers is developed in this paper. It is observed that the use of either siliceous filler or limestone filler enhances mechanical properties. Modeling is developed to predict compressive and flexural strengths of mortar-rubber aggregate mixtures using the fuzzy logic method. Experimental mechanical results are compared with modeling.

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Acknowledgments

The authors would like to thank the Research Group on Intelligent Machines (REGIM) at the National School of Engineers of Sfax, Tunisia, for its technical support during the simulation work using fuzzy logic method.

References

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 24Issue 11November 2012
Pages: 1350 - 1358

History

Received: Mar 9, 2011
Accepted: Mar 7, 2012
Published online: Mar 10, 2012
Published in print: Nov 1, 2012

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Authors

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Mohamed Turki [email protected]
Ecole Nationale d’Ingénieurs de Sfax, BP:1173 Sfax, 3038 Tunisia (corresponding author). E-mail: [email protected]
Inès Zarrad
Ecole Nationale d’Ingénieurs de Sfax, BP:1173 Sfax, 3038 Tunisia.
Estelle Bretagne
Laboratoire des Technologies Innovantes (EA 3899), Université de Picardie Jules Verne, IUT de l’Aisne, 15 Avenue François Mitterrand, 02880 Cuffies, France.
Michèle Quéneudec
Université de Picardie Jules Verne, unité de recherche EPROAD, 5–7 rue du Moulin Neuf, 80 000 Amiens, France.

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