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

National Research and Innovation Agency
University of Lampung

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

1 Citation (Scopus)

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 Mining Science
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.",

keywords = "basalt, characteristics, geopolymer concrete, kaolin",

author = "M. Amin and S. Sudibyo and Birawidha, \{D. C.\} and K. Isnugroho and S. Syafriadi and S. Septiana and Erlangga, \{B. Dinda\} and D. Susanti and F. Bahfie",

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year = "2024",

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doi = "10.1134/S1062739124010113",

language = "English",

volume = "60",

pages = "102--108",

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TY - JOUR

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

UR - https://www.scopus.com/pages/publications/85197417298

U2 - 10.1134/S1062739124010113

DO - 10.1134/S1062739124010113

M3 - Article

AN - SCOPUS:85197417298

SN - 1062-7391

VL - 60

SP - 102

EP - 108

JO - Journal of Mining Science

JF - Journal of Mining Science

IS - 1

ER -

Effect of Kaolin and Basalt Composition on Geopolymer Characteristics

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