Analisis Sifat Mekanik Dan Perubahan Mikrostruktur Mortar Geopolimer Berbasis GGBFS Dan Diatomite Akibat Paparan Suhu Tinggi
Analysis Of Mechanical Properties And Microstructural Changes Of Geopolymer Concrete Based On GGBFS And Diatomite Due To High-Temperature Exposure
Abstract
Geopolymer concrete is an eco-friendly alternative to conventional concrete as it
eliminates the use of Portland cement, which contributes significantly to CO₂ emissions.
This study aims to analyze the effect of combining Diatomite and Ground Granulated Blast
Furnace Slag (GGBFS) on the compressive strength and microstructure of geopolymer
mortar after exposure to high temperatures of 1000°C for 4 hours. Cube specimens
measuring 5×5×5 cm were prepared with Diatomite-GGBFS variations (D10G0–D5G5) and
activator molarity (8 M, 10 M, 12 M, and 14 M), and cured for 7, 14, and 28 days. The results
showed that higher GGBFS content and increased activator molarity significantly improved
the compressive strength, especially at 14 M. Meanwhile, Diatomite contributed to better
thermal resistance due to its insulating properties. The optimal performance was observed
in the D5G5 mixture with 14 M, which showed the highest strength and best microstructural
stability after heating. This study highlights the potential of using industrial and natural
waste materials to develop sustainable and heat-resistant construction materials.
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