Zhengzheng Cao, Xiangqian Yang, Zhenhua Li, Cunhan Huang, Feng Du, Wenqiang Wang, Xianjie Ni, Shuai Liu, Zhen Li
International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster Prevention, School of Civil Engineering, Henan Polytechnic University, Jiaozuo, 454000, Henan, China.
Henan Mine Water Disaster Prevention and Control and Water Resources Utilization Engineering Technology Research Center, Henan Polytechnic University, Jiaozuo, 454000, Henan, China.
Sci Rep. 2024 May 1;14(1):9992. doi: 10.1038/s41598-024-60873-2.
A two-dimensional unsteady seepage model for coal using a finite element program is developed, and the temporal variations of key factors such as water pressure and hydraulic gradient are analyzed in this paper. Additionally, the triaxial rock mechanical experiment and utilized pneumatic fracturing equipment on raw coal samples to investigate both hydraulic and pneumatic fracturing processes are conducted. Through these experiments, the relationship between pressure and crack formation and expansion are examined. The analysis reveals that the pore pressure gradient at the coal inlet reaches its peak during rapid surges in water pressure but diminishes over time. Conversely, the pore pressure gradient at the outlet side exhibits a gradual increase. Hydraulic fracturing is most likely to occur at the water inlet during sudden increases in water pressure. Besides, as the permeability of coal decreases, the duration for seepage stabilization prolongs due to the intensified pore pressure gradient resulting from sudden increases in water pressure. Moreover, an extended period of high hydraulic gradient further increases the risk of hydraulic fracturing. The experimental findings indicate that coal samples initially experience tensile failure influenced by water and air pressure. Subsequently, mode I cracks form under pressure, propagating along the fracture surface and becoming visible. The main types of failure observed in hydraulic and pneumatic fracturing are diametrical tensile failure, and the development of fractures can be categorized into three distinct stages, which contains the initial stage characterized by slight volume changes while water pressure increases, the expansion stage when pressure reaches the failure strength, and the crack closure stage marked by little or even decreasing volume changes during pressure unloading. The acoustic emission signal accurately corresponds to these three stages.
本文利用有限元程序建立了二维非稳态煤体渗流模型,并分析了水压和水力梯度等关键因素的时间变化。此外,还对原煤样品进行了三轴岩石力学试验,并利用气动压裂设备研究了水力压裂和气动压裂过程。通过这些实验,研究了压力与裂缝形成和扩展之间的关系。分析表明,进水口处的孔隙压力梯度在水压快速上升时达到峰值,但随时间减小。相反,出水口一侧的孔隙压力梯度则逐渐增加。水压突然增加时,水力压裂最有可能发生在进水口处。此外,随着煤体渗透率的降低,由于水压突然增加导致孔隙压力梯度增大,渗流稳定的持续时间延长。而且,高水力梯度的持续时间延长会进一步增加水力压裂的风险。实验结果表明,煤样最初受水和气压影响发生拉伸破坏。随后,在压力作用下形成I型裂缝,并沿断裂面扩展,变得可见。水力压裂和气动压裂中观察到的主要破坏类型是径向拉伸破坏,裂缝的发展可分为三个不同阶段,包括水压增加时体积变化较小的初始阶段、压力达到破坏强度时的扩展阶段以及压力卸载时体积变化很小甚至减小的裂缝闭合阶段。声发射信号与这三个阶段精确对应。