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Degradation mechanism of coal pillars in an underground coal gasification environment: Bearing capacity, pyrolysis behaviour and pore structure

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info:eu-repo/semantics/openAccess

Date

2025

Author

Li, Jian
Bai, Jinwen
Feng, Guorui
Yılmaz, Erol
Han, Yanna
Wang, Zhe
Wang, Shanyong
Wu, Guowei

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Citation

Li, J., Bai, J., Feng, G., Yilmaz, E., Han, Y., Wang, Z., Wang, S., & Wu, G. (2025). Degradation mechanism of coal pillars in an underground coal gasification environment: Bearing capacity, pyrolysis behaviour and pore structure. International Journal of Mining Science and Technology, 35(6), 897-912. https://doi.org/10.1016/j.ijmst.2025.05.002

Abstract

Coal pillars are critical supporting structures between underground coal gasification gasifiers. Its bearing capacity and structural stability are severely threatened by high-temperature environments. To elucidate the high-temperature deterioration mechanism of coal pillars at multiple scales, coal strength features as a function of temperature were investigated via uniaxial compression and acoustic emission equipment. The pyrolysis reaction process and microstructure evolution were characterized via X-ray diffractometer (XRD), scanning electron microscope (SEM), thermogravimetric (TG), Fourier transform infrared spectroscopy (FTIR), and computed tomography (CT) tests. Experimental results reveal a critical temperature threshold of 500 degrees C for severe degradation of the coal bearing capacity. Specifically, both the strength and elastic modulus exhibit accelerated degradation above this temperature, with maximum reductions of 45.53% and 61.34%, respectively. Above 500 degrees C, coal essentially undergoes a pyrolysis reaction under N2 and CO2 atmospheres. High temperatures decrease the quantity of O2-based functional groups, growing aromaticity and the degree of graphitization. These changes induce dislocation and slip inside the coal crystal nucleus and then lead to deformation of the coal molecular structural units and strain energy generation. This process results in a great increase in porosity. Consequently, the stress deformation of coal increases, transforming the type of failure from brittle to ductile failure. These findings are expected to provide scientific support for UCG rock strata control. (c) 2025 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).

Source

International Journal of Mining Science and Technology

Volume

35

Issue

6

URI

https://doi.org/10.1016/j.ijmst.2025.05.002
2095-2686
https://hdl.handle.net/11436/10834

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  • İnşaat Mühendisliği Bölümü Koleksiyonu [275]
  • WoS İndeksli Yayınlar Koleksiyonu [5350]



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