Effect of Kaolin and Basalt Composition on Geopolymer Characteristics

M. Amin; S. Sudibyo; D. C. Birawidha; K. Isnugroho; S. Syafriadi; S. Septiana; B. Dinda Erlangga; D. Susanti; F. Bahfie

doi:10.1134/S1062739124010113

Effect of Kaolin and Basalt Composition on Geopolymer Characteristics

M. Amin, S. Sudibyo, D. C. Birawidha, K. Isnugroho, S. Syafriadi, S. Septiana, B. Dinda Erlangga, D. Susanti, F. Bahfie^*

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

Abstract

Abstract: The effect of variations in the composition of kaolin and basalt on the geopolymer characteristics was carried out. The drying time was 4 h for cubic samples at 40, 50 and 60 °C and 9 h for cylindrical samples at 70 and 90 °C. The best geopolymer was 4 cylinder at 90 °C, which had a compressive strength of 8.075 MPa. The density of 2 cube geopolymer ranged as 26–1.94 g/cm³ at 60 °C. Silica–alumina compounds dominated the constituent compounds of geopolymer concrete, and the phases formed were quartz, anorthite and muscovite.

Original language	English
Pages (from-to)	102-108
Number of pages	7
Journal	Journal of Assisted Reproduction and Genetics
Volume	60
Issue number	1
DOIs	https://doi.org/10.1134/S1062739124010113
Publication status	Published - Feb 2024

Keywords

basalt
characteristics
geopolymer concrete
kaolin

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10.1134/S1062739124010113

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title = "Effect of Kaolin and Basalt Composition on Geopolymer Characteristics",

abstract = "Abstract: The effect of variations in the composition of kaolin and basalt on the geopolymer characteristics was carried out. The drying time was 4 h for cubic samples at 40, 50 and 60 °C and 9 h for cylindrical samples at 70 and 90 °C. The best geopolymer was 4 cylinder at 90 °C, which had a compressive strength of 8.075 MPa. The density of 2 cube geopolymer ranged as 26–1.94 g/cm3 at 60 °C. Silica–alumina compounds dominated the constituent compounds of geopolymer concrete, and the phases formed were quartz, anorthite and muscovite.",

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T1 - Effect of Kaolin and Basalt Composition on Geopolymer Characteristics

AU - Amin, M.

AU - Sudibyo, S.

AU - Birawidha, D. C.

AU - Isnugroho, K.

AU - Syafriadi, S.

AU - Septiana, S.

AU - Erlangga, B. Dinda

AU - Susanti, D.

AU - Bahfie, F.

N1 - Publisher Copyright: © Pleiades Publishing, Ltd. 2024.

PY - 2024/2

Y1 - 2024/2

N2 - Abstract: The effect of variations in the composition of kaolin and basalt on the geopolymer characteristics was carried out. The drying time was 4 h for cubic samples at 40, 50 and 60 °C and 9 h for cylindrical samples at 70 and 90 °C. The best geopolymer was 4 cylinder at 90 °C, which had a compressive strength of 8.075 MPa. The density of 2 cube geopolymer ranged as 26–1.94 g/cm3 at 60 °C. Silica–alumina compounds dominated the constituent compounds of geopolymer concrete, and the phases formed were quartz, anorthite and muscovite.

AB - Abstract: The effect of variations in the composition of kaolin and basalt on the geopolymer characteristics was carried out. The drying time was 4 h for cubic samples at 40, 50 and 60 °C and 9 h for cylindrical samples at 70 and 90 °C. The best geopolymer was 4 cylinder at 90 °C, which had a compressive strength of 8.075 MPa. The density of 2 cube geopolymer ranged as 26–1.94 g/cm3 at 60 °C. Silica–alumina compounds dominated the constituent compounds of geopolymer concrete, and the phases formed were quartz, anorthite and muscovite.

KW - basalt

KW - characteristics

KW - geopolymer concrete

KW - kaolin

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DO - 10.1134/S1062739124010113

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JO - Journal of Assisted Reproduction and Genetics

JF - Journal of Assisted Reproduction and Genetics

IS - 1

ER -

Effect of Kaolin and Basalt Composition on Geopolymer Characteristics

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