Synthesis of Geopolymer from Blends of Tropical Biomass Ashes
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作者:
Samadhi, Tjokorde Walmiki
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Inst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, IndonesiaInst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, Indonesia
Samadhi, Tjokorde Walmiki
[1
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Wulandari, Winny
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Inst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, IndonesiaInst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, Indonesia
Wulandari, Winny
[1
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Suroto, Afiana
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Inst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, IndonesiaInst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, Indonesia
Suroto, Afiana
[1
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Agung, Dendi Satriya
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Inst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, IndonesiaInst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, Indonesia
Agung, Dendi Satriya
[1
]
机构:
[1] Inst Teknol Bandung, Chem Engn, Fac Ind Technol, Jl Ganesha 10, Bandung 40132, Indonesia
Thermal conversion of biomass to produce energy inevitably generates ash as residual matter. Therefore, sustainable utilization of biomass should also consider reuse measures for the ash. This research examines the conversion of locally available biomass ashes in Indonesia into geopolymer. This is an environmentally more benign alkali-aluminosilicate alternative to the ordinary Portland cement produced by low-temperature reactions between aluminosilicates and concentrated alkali solution. Biomass ash sources in this study are corn stover, coconut shell, and sugarcane bagasse. Biomass ash blends are prepared according to a ternary simplex centroid mixture experiment design. These blends are reacted with activator solutions containing NaOH and Na-silicate and blended with sand aggregate to produce geopolymer mortar specimens. Early compressive strengths of geopolymer mortars range from 7.2 to 10.4 MPa, which surpasses the SNI 15-2049-2004 national standard for Portland cement with low heat of hydration. Statistical analysis of the experimental data indicates that the early strength as a function of biomass ash blend formulation is represented by a quadratic mixture model. Bagasse ash produces the highest strength. The quadratic terms consist of bagasse-corn and bagasse-coconut antagonistic blending terms. Morphology of the geopolymer mortar fracture surface indicates good bonding with the sand aggregate. Extensive acicular crystal growth within the amorphous geopolymer gel phase is observed in lower-strength formulations, which points to the formation of zeolite-like phase in the geopolymerization process. While the correlation of biomass ash type to the structure of the resulting geopolymer is yet to be established, this work has clearly identified the technical feasibility of producing geopolymer with satisfactory strength from tropical biomass ashes.