Indonesia is one of the most seismically active countries, requiring advanced
construction technologies to anticipate earthquake damage and risks. This
research focuses on enhancing foamed concrete by substituting normal fine
aggregates with artificial aggregates using fly ash as a byproduct of coal
combustion and epoxy resin, because both materials have lower density. The mix
proportions were determined based on the American Concrete Institute (ACI)
guideline Guide for Cellular Concretes Above 50 lb/ft³ (800 kg/m³), resulting in
five different mix designs: a control mix (normal foamed concrete, NFC) and four
variations incorporating artificial aggregates (AAFC). Cylindrical specimens
measuring 10 × 20 cm (diameter × height) were prepared to assess the influence of
variations in the water–cement ratio (W/C), superplasticizer dosage, and material
composition on slump flow, density, and compressive strength. Results show that
the highest slump flow was 58.0 cm, obtained in the mix with a W/C ratio of 0.45
and 1% of superplasticizer dosage. Most AAFC mixes met the lightweight
concrete density requirement specified in ASTM C330/C330M (below 1850 kg/m³).
The highest value of compressive strength test was 16.71 MPa with a W/C ratio of
0.45 and 1% superplasticizer. However, this result is still below the targeted
structural concrete. This study shows the feasibility of using artificial aggregates
from fly ash and epoxy resin in foamed concrete and emphasizes the need for
further experimentation to improve structural performance.
Keywords: Artificial Aggregate, Fly-Ash, Resin Epoxy, Lightweight Concrete,
Foamed concrete
