Technical Notes
Apr 20, 2020

Mechanical Performances and Pore Features of Coal Subjected to Heat Treatment in Approximately Vacuum Environment

Publication: International Journal of Geomechanics
Volume 20, Issue 7

Abstract

The physical and mechanical performances of coal, which does not just depend on the initial mineral composition and structure, are also dominated by the later engineering and geology environments, including high temperature, water saturation, and corrosive effect. In this paper, coal specimens, after high temperature treatment in an approximately vacuum environment, were conducted to the uniaxial compression, Brazilian split, scanning electron microscope (SEM) and mercury intrusion tests, respectively, to investigate the influence of temperature on the mechanical behaviors and pore features. The results showed that the mechanical parameters decrease gradually with an increase in temperature, presenting four stages: 25°C–200°C, 200°C–300°C, 300°C–400°C, and greater than 400°C. Increases in temperature also lead to the increase of porosity, together with the transformation of pore diameter, especially at 400°C–450°C because of the seriously thermal cracking and decomposition. Unexpectedly, due to the structure redistribution of mineral grains, from 450°C to 500°C, both the porosity and pore diameter show a drastic drop.

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Acknowledgments

This study is supported by the Fundamental Research Funds for the Central Universities of China (No. 2018XKQYMS07).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 7July 2020

History

Received: Apr 8, 2019
Accepted: Dec 19, 2019
Published online: Apr 20, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 21, 2020

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Authors

Affiliations

Associate Professor, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author). ORCID: https://orcid.org/0000-0001-8183-1989. Email: [email protected]
Qingzhen Guo [email protected]
Master’s Student, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Hongwen Jing, Ph.D. [email protected]
Professor, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Liyuan Yu, Ph.D. [email protected]
Professor, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Master’s Student, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China. Email: [email protected]
Yanan Gao, Ph.D. [email protected]
Associate Professor, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou, Jiangsu Province, China. Email: [email protected]

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