Yin Lidong, Zhang Yin, Dai Lianpeng, Zhang Jiping, Li Jiajun, Yang Chenchen
School of Mechanics and Engineering, Liaoning Technical University, Fuxin 123000, China.
School of Environment, Liaoning University, Shenyang 110036, China.
Materials (Basel). 2023 Sep 27;16(19):6424. doi: 10.3390/ma16196424.
Coal seam drilling is a simple, economical, and effective measure commonly used to prevent and control rock burst. Following rock burst, coal exhibits significant dynamic characteristics under high strain-rate loading. Our purpose was to determine the physical processes associated with impact damage to drilled coal rock, and its mitigation mechanism. An impact test was carried out on prefabricated borehole coal specimens, and the impulse signals of the incident and transmission rods were monitored. The crack initiation, expansion, and penetration of coal specimens were video-recorded to determine the mechanical properties, crack expansion, damage modes, fragmentation, and energy dissipation characteristics of coal specimens containing different boreholes. The dynamic compressive strength of the coal specimens was significantly weakened by boreholes under high strain-rate loading; the dynamic compressive strength and the dynamic modulus of elasticity of coal rock showed a decreasing trend, with increasing numbers of boreholes and a rising and decreasing trend with increasing borehole spacing; the number and spacing of boreholes appeared to be design parameters that could weaken coal-rock material under high strain-rate loading; during the loading of coal and rock, initial cracks appeared and expanded in the tensile stress zone of the borehole side, while secondary cracks, which appeared perpendicular to the main crack, expanded and connected, destroying the specimen. As the number of boreholes increased, the fractal dimension (D) and transmission energy decreased, while the reflection energy increased. As the borehole spacing was increased, D decreased while the reflective energy ratio decreased and increased, and the transmissive energy ratio increased and decreased. Drilling under high strain modifies the mechanical properties of impact damaged coal rock.
煤层钻孔是一种常用的简单、经济且有效的防治冲击地压的措施。在冲击地压发生后,煤体在高应变率加载下呈现出显著的动态特性。我们的目的是确定与钻孔煤岩冲击损伤相关的物理过程及其缓解机制。对预制钻孔煤样进行了冲击试验,并监测了入射杆和透射杆的脉冲信号。对煤样的裂纹萌生、扩展和贯穿过程进行了视频记录,以确定含不同钻孔煤样的力学性能、裂纹扩展、损伤模式、破碎情况和能量耗散特性。在高应变率加载下,钻孔显著削弱了煤样的动态抗压强度;煤岩的动态抗压强度和动态弹性模量随着钻孔数量的增加呈下降趋势,随着钻孔间距的增加呈先上升后下降的趋势;钻孔数量和间距似乎是在高应变率加载下削弱煤岩材料的设计参数;在煤岩加载过程中,初始裂纹在钻孔侧的拉应力区出现并扩展,而垂直于主裂纹出现的次生裂纹扩展并连通,破坏了试样。随着钻孔数量的增加,分形维数(D)和透射能量降低,而反射能量增加。随着钻孔间距的增加,D降低,反射能量比先降低后增加,透射能量比先增加后降低。高应变下的钻孔改变了冲击损伤煤岩的力学性能。