ANGREN SECONDARY KAOLINITE CLAYS IN THE PRODUCTION OF ALUMINOSILICATE PROPPANTS

The article presents the results of studying the chemical-mineralogical and physical-mechanical characteristics of Angren secondary kaolin and kaolinite clay and their suitability for obtaining aluminosilicate proppants. It was found that the melting point of Angren secondary kaolin is 1540 ° C and the compressive strength in the fired at a temperature of 1400 ℃ reaches up to 105 MPa, and for kaolinite clay these indicators showed 1505 ℃ and 109 MPa, respectively. The obtained indicators suggest that these clay materials can be used as the main component for obtaining aluminosilicate proppants.

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Publication Details

Journal
The American Journal of Applied Sciences
Published
2024-09-01
DOI
https://doi.org/10.37547/tajas/volume06issue09-03
Primary Topic
Clay minerals and soil interactions
Type
article
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article

ANGREN SECONDARY KAOLINITE CLAYS IN THE PRODUCTION OF ALUMINOSILICATE PROPPANTS

Bayraeva Nasiba Ashurbayevna, Adizov Bobirjon Zamirovich, Khomidov Fakhriddin Gafurovich
The American Journal of Applied Sciences
Clay minerals and soil interactions
article

ANGREN SECONDARY KAOLINITE CLAYS IN THE PRODUCTION OF ALUMINOSILICATE PROPPANTS

Bayraeva Nasiba Ashurbayevna, Adizov Bobirjon Zamirovich, Khomidov Fakhriddin Gafurovich
article en

Abstract

The article presents the results of studying the chemical-mineralogical and physical-mechanical characteristics of Angren secondary kaolin and kaolinite clay and their suitability for obtaining aluminosilicate proppants. It was found that the melting point of Angren secondary kaolin is 1540 ° C and the compressive strength in the fired at a temperature of 1400 ℃ reaches up to 105 MPa, and for kaolinite clay these indicators showed 1505 ℃ and 109 MPa, respectively. The obtained indicators suggest that these clay materials can be used as the main component for obtaining aluminosilicate proppants.

The American Journal of Applied SciencesVol. 6(9)
Openalex Percentile: Top 93%
Clay minerals and soil interactions
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