Liu Yuben, Meng Xiangxi
College of Safety and Environmental Engineering, Shandong University of Science and Technology, Qingdao, 266590, China.
College of Geosciences and Surveying Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China.
Sci Rep. 2024 Mar 29;14(1):7533. doi: 10.1038/s41598-024-57839-9.
Studying the failure characteristics of the common composite strata structure in western China is essential for evaluating stope stability and predicting coal mine dynamic disasters. To investigate the influence of different stress loading and unloading conditions on the instability characteristics of composite samples, three triaxial loading and unloading test schemes simulating different in-situ mining depths were designed. Complex triaxial tests were conducted on 12 sets of composite samples, and the bearing capacity, acoustic emission (AE) parameters and dynamic multifractal characteristics of the samples under different stress loading or unloading conditions were analyzed. The results indicate that samples tested by stress schemes simulating greater mining depths exhibit less damage, and the failure mode is a tensile-shear mixed failure, but the tensile failure is the main failure mode. The multifractal spectral parameters of AE time series during the failure of composite samples tested with triaxial loading and unloading schemes simulating different mining depths show a decreasing trend in values with increasing mining depth, while the change rules of values are the opposite. The multifractal parameter changes degree in four-layer rock structure composite samples under different stress conditions are lower than those in three-layer rock structure composite samples, indicating that the microcrack propagation process in the three-layer composite sample is more complex, resulting in higher levels of damage. The dynamic change of multifractal parameters and during different stress loading and unloading stages reflects the influence of axial pressure or confining pressure changes on crack propagation in composite samples. Compared to the initial stress stage, the non-uniformity of AE signals increases in the residual stress stage, and the proportion of large signals becomes more prominent, signifying a complex micro-fracture process in the composite samples.
研究中国西部常见复合岩层结构的破坏特征对于评估采场稳定性和预测煤矿动力灾害至关重要。为了研究不同应力加卸载条件对复合试样失稳特征的影响,设计了三种模拟不同原地开采深度的三轴加卸载试验方案。对12组复合试样进行了复杂三轴试验,分析了不同应力加卸载条件下试样的承载能力、声发射(AE)参数和动态多重分形特征。结果表明,模拟开采深度较大的应力方案测试的试样损伤较小,破坏模式为拉剪混合破坏,但拉伸破坏是主要破坏模式。模拟不同开采深度的三轴加卸载方案测试的复合试样破坏过程中AE时间序列的多重分形谱参数值随开采深度增加呈下降趋势,而值的变化规律相反。不同应力条件下四层岩石结构复合试样的多重分形参数变化程度低于三层岩石结构复合试样,表明三层复合试样中的微裂纹扩展过程更为复杂,导致损伤程度更高。多重分形参数和在不同应力加卸载阶段的动态变化反映了轴向压力或围压变化对复合试样裂纹扩展的影响。与初始应力阶段相比,残余应力阶段AE信号的不均匀性增加,大信号比例更加突出,表明复合试样中的微破裂过程较为复杂。