Bond strength performance of ceramic, fly ash and GBFS ternary wastes combined alkali-activated mortars exposed to aggressive environments
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference63 articles.
1. Effects of POFA replaced with FA on durability properties of GBFS included alkali activated mortars;Huseien;Constr. Build. Mater.,2018
2. A comprehensive overview about the influence of different admixtures and additives on the properties of alkali-activated fly ash;Rashad;Mater. Des.,2014
3. Advances in understanding alkali-activated materials;Provis;Cem. Concr. Res.,2015
4. Bond strength between blended slag and Class F fly ash geopolymer concrete with steel reinforcement;Castel;Cem. Concr. Res.,2015
5. Strength behavior of alkaline activated eggshell powder and flyash geopolymer cured at ambient temperature;Shekhawat;Constr. Build. Mater.,2019
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3. Effect of using wastewater from the ready-mixed concrete plant on the performance of one-part alkali-activated GBFS/FA composites: Fresh, mechanical and durability properties;Journal of Building Engineering;2023-10
4. Fiber-Reinforced Alkali-Activated Cements from Ceramic Waste and Ladle Furnace Slag without Thermal Curing;Journal of Materials in Civil Engineering;2023-09
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