Effects of sediment on mechanical behavior of polypropylene fiber concrete before and after exposure to high temperature

Autores/as

  • Bilel Boulakoud Civil Engineering Department, Faculty of Construction Engineering, University Mouloud Mammeri of Tizi Ouzou, 15000, Algeria LMPC Laboratory, University Abdelhamid Ibn Badis of Mostaganem,27000, Algeria https://orcid.org/0000-0003-3756-7214

DOI:

https://doi.org/10.18540/jcecvl9iss12pp19385

Palabras clave:

Calcined sediment, Flexural tensile strength, Polypropylene fibre, High temperature, Normal concrete.

Resumen

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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Publicado

2023-12-30

Cómo citar

Boulakoud, B. (2023). Effects of sediment on mechanical behavior of polypropylene fiber concrete before and after exposure to high temperature. The Journal of Engineering and Exact Sciences, 9(12), 19385. https://doi.org/10.18540/jcecvl9iss12pp19385

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