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The purpose of this paper is to study the durability of concrete reinforced with hemp fibers in the face of external Sulfatic attack. For this purpose, five types of concrete were formulated; three types of concrete reinforced with hemp fibers (HC-0.25, HC-0.5, and HC-1) at 0.25%, 0.5%, and 1 % of hemp fibers in volume, respectively. And two control concretes, being ordinary concrete (OC) and polypropylene fiber reinforced concrete (PC). To assess the sulfatic attacks, the described concrete types underwent two aging protocols: 1) a complete immersion in 12.5 % Sodium Sulfate (Na2SO4) solution, and 2) an accelerated aging protocol consisting of immersion/drying in the same sulfate solution at a temperature of 60°C. The results show that concrete reinforced with 0.25 % of hemp fibers is the optimal amount compared to control concretes in terms of physico-mechanical performance and durability under sulfate attack. This number of fibers could enable the production of green and durable structural concretes based on untreated hemp fibers.
Czasopismo
Rocznik
Tom
Strony
158--180
Opis fizyczny
Bibliogr. 60 poz., fot., tab., wykr.
Twórcy
autor
- Faculty of Science and Technology, University of Mentouri Brothers Constantine 1, Constantine, Algeria
autor
- Department of Civil Engineering, Faculty of Technology, University of Batna 2, Batna, Algeria
autor
- Department of Geography and Land Sciences, University of Mentouri Brothers Constantine1, Constantine, Algeria
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Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0c8ffc66-e5c8-4123-bd5a-26749d08e18f