Engineering

Metallurgy

Materials science

Void ratio

Particle size

Chemical engineering

Silica fume

Geopolymer

Microstructure

Particle-size distribution

Fly ash

Composite material

Absorption of water

Geopolymer cement

Void (composites)

Compressive strength

Construction and Building Materials

Geopolymer concrete has demonstrated promising mechanical and microstructural properties in comparison with conventional concrete; however, the variability found in fly ash sources and properties may be an obstacle to implementation. To better understand this variability, this study investigates the effects of particle size distribution and fly ash source on the mechanical and microstructural properties of fly ash-based geopolymer concrete. Two fly ash sources were studied including ordinary McMeekin and Wateree Station fly ash. McMeekin fly ash has three different fly ash particle grades, including the ordinary McMeekin fly ash (38.8 µm), Spherix 50 (17.9 µm), and Spherix 15 (4.78 µm). The Wateree Station is a thermally beneficiated fly ash, while McMeekin is a STAR Processed fly ash. A mixture of silica fume, sodium hydroxide, and water was used as an activating solution. The microstructure of fly ash-based geopolymer paste was observed using SEM. The density, absorption and permeable void ratios were estimated based on ASTM C642. Test results indicate that the resulting compressive strength is linearly affected by the average particle size distribution. The compressive strength of geopolymer concrete was decreased when McMeekin fly ash was used. In addition, the permeable void ratio and absorption after immersion ratio were decreased as a smaller particle size of fly ash such as Spherix 15 (4.78 µm) was used. The fly ash source influences the permeable voids, apparent density, bulk density, and absorption after immersion ratio.

Effect of source and particle size distribution on the mechanical and microstructural properties of fly Ash-Based geopolymer concrete