doiSerbia

Durability properties of ladle slag geopolymer mortar based on fly ash

Bijeljić Jelena (College of Applied Technical Science, Niš, Serbia)
Ristić Nenad (Faculty of Civil Engineering and Architecture, Niš, Serbia)
Grdić Zoran (Faculty of Civil Engineering and Architecture, Niš, Serbia)
Topličić-Ćurčić Gordana (Faculty of Civil Engineering and Architecture, Niš, Serbia)
Đorđević Dragan (Faculty of Sciences and Mathematics, Niš, Serbia)

This paper presents the results of tests of physical-mechanical, durability and microscopic properties of geopolymer mortar mixtures based on fly ash and ladle slag. The mixtures are alkali-activated using sodium silicate and sodium hydroxide solution. Firstly, the effects of different fly ash (class „F“) particle sizes on the characteristics of the mortar mixtures were examined when binder and alkali activator were cured at 95ºC for 24 h, also pozzolanic activity and strength activity index were investigated. After that, fly ash ground of optimal particle sizes (0,09 mm) was replaced with ladle slag, 0 to 20% of the mass, the replacement steps being 5%. The specimens having dimensions 4x4x16 cm were then cured in ambient conditions, and the effects of replacement of a part of fly ash with ladle slag were determined by testing water absorption, flexural and compressive strength, freeze-thaw resistance, sulfate attack, ultrasound velocity, FT-IR spectroscopy and leaching of heavy metals. According to the test results of compressive strength resistance of geopolymer mortars exposed to sulfate solution, the mortar made with fly ash and ladle slag showed better resistance to sulfate attack than the mortar made with fly ash only.

Keywords: geopolymer, particle size, curing, mechanical properties, durability properties