Effets des sédiments sur le comportement mécanique du béton de fibre de polypropylène avant et après exposition à température élevée
DOI :
https://doi.org/10.18540/jcecvl9iss12pp19385Mots-clés :
Calcined sediment, Flexural tensile strength, Polypropylene fibre, High temperature, Normal concrete.Résumé
The phenomenon of siltation of dams causes in Algeria a vital problem which annually loses a considerable volume of water storage.The objective of this study the valorization of calcined sediment from the Fergoug dam (western Algeria) in normal concrete exposed at 800 °C. Moreover, the sediments were calcination-treated at 750°C for 5 hours tomakeitactive. The different mixtures were prepared with 0%, 8%, 12% and 16% of sediment by partial substitution of cement , as well as of polypropylene fiber volume of 0.05% and 0.1%. All mixes were investigated on compressive strength and flexural strength at 90 days with different heating cooling cycles from the room temperature to 800 °C in electric muffle furnace. The experimental result indicates that the inclusion 8 and 12% of calcined sediment with fiber significantly enhances properties of normal concrete before and after heating, respectively.
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(c) Tous droits réservés The Journal of Engineering and Exact Sciences 2023
Ce travail est disponible sous la licence Creative Commons Attribution 4.0 International .