Geomechanics and Engineering

Volume 39, Number 4, 2024, pages 357-368

DOI: 10.12989/gae.2024.39.4.357

Experimental research on the tensile properties of coal rocks in deep old goafs

Ning Jiang , Quanbao Su , Xia Jiang , Zhiyou Gao , Qingbiao Guo , Shijie Song , Tao Lyu , Ke Lyu

Abstract

The pressurized water conditions of goafs weaken the support of remaining coal and rocks, which causes instability, failure, and sudden ground collapse. The impact of pressure-bearing water and CO2 on the tensile properties of residual coal pillars was explored in old goafs. Coal was analyzed using a pressure-water soaking device, electronic scanning microscope, and 3D full-field strain measurement system. Besides, Brazilian splitting tests were performed. The failure characteristics and energy evolution law of the macro-microscopic structure of coal specimens were analyzed under different soaking conditions—desiccation (DC), CO2 soaking (CS), water-CO2 soaking (WCS), and water soaking (WS). The peak stress of coal specimens and time to reach the peak decreased with varying soaking environments. Stress concentration initially occurred at the water end under the WCS condition, indicating that coal specimens deteriorated more under the pressure-bearing WCS condition compared with the CS condition. Fractures of coal specimens exhibited the highest development under the WS condition. Besides, dissolution was observed at the fractures of coal specimens, with severe failure to their internal microstructures. In conclusion, the instability failure of residual coal pillars is significant in studying the old goafs.

Key Words

Brazilian splitting test; mesoscopic analysis; soaking condition; tensile strength of coal rocks; water-CO2 action

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