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NPR锚固砂岩冲击动力学特性试验

Experimental on impact dynamic characteristics of sandstone anchored by NPR anchor cable

  • 摘要: 以砂岩为研究对象,设计制备了具有恒阻特性的模型NPR锚索,通过霍普金森杆(Split Hopkinson Pressure Bar)冲击实验探究锚固岩体冲击动力学特性。基于SHPB试验系统,分别对无锚砂岩、PR锚固砂岩及NPR锚固砂岩试件,在0.26、0.28、0.30 MPa 三种冲击气压下开展动态加载试验,系统对比不同试件的动态力学响应特征、能量传递规律、锚索受力过程及变形破坏特征。结果表明:3类试件的动态抗压强度与峰值应变均呈现显著应变率效应,其中NPR锚固砂岩的动态抗压强度始终高于PR锚索锚固砂岩与无锚砂岩,且峰值应变保持最低水平,表明NPR锚索可通过实时调节支护阻力优化岩体强度;能量分布方面,NPR锚固砂岩的透射能、破碎耗散能及耗散能密度均为最低,其滑移变形机制有效延缓了冲击载荷引发的岩体破裂进程;对比锚索受力过程发现,NPR锚索在冲击载荷下呈现锯齿状波动调节特性,全程未发生断裂失效,相较于PR锚索的脆性破裂具有显著优势;破坏形态对比表明,NPR锚固砂岩仅出现边缘局部崩落,少量大片状岩块剥脱,主体保持长圆柱状结构,破坏形式以张拉破坏为主,而无锚砂岩和PR锚固砂岩均存在较大范围的剪切破坏,破碎程度更重,证实了NPR锚索对张性裂纹扩展的抑制作用。综合试验数据可见,NPR锚索通过增强岩体强度储备、调控能量耗散路径与抑制裂纹扩展速率的三重协同机制,显著提升岩体动态抗冲击性能,为冲击地压防治提供了新的技术路径。

     

    Abstract: The dynamic impact behavior of anchored sandstone was investigated through model tests using Negative Poisson’s Ratio (NPR) cables with constant resistance characteristics. Based on a Split Hopkinson Pressure Bar system, dynamic loading tests were conducted on unanchored sandstone, PR cable anchored sandstone, and NPR cable anchored sandstone under three incident gas pressures of 0.26, 0.28, and 0.30 MPa. The dynamic mechanical response, energy transfer characteristics, cable force evolution, and deformation and failure behaviors of different specimens were systematically compared. The results indicate that all three specimen types exhibit pronounced strain rate effects in both dynamic compressive strength and peak strain. The NPR anchored sandstone consistently shows the highest dynamic compressive strength and the lowest peak strain, demonstrating that NPR cables can optimize rock strength by adaptively regulating support resistance. In analysis of the energy distribution, the NPR anchored sandstone exhibits the lowest transmitted energy, fracture dissipation energy, and energy dissipation density. Its sliding deformation mechanism effectively delays impact induced rock fracture. Analysis of the cable force evolution reveals that NPR cables display the adjusted fluctuation behavior under impact loading without exhibiting tensile failure, showing clear advantage over the brittle fracture of PR cables. Failure mode comparisons further demonstrate that NPR anchored sandstone undergoes only localized edge spalling and limited slab like exfoliation, while the main body of specimen remains merely intact with tensile dominated failure. In contrast, unanchored and PR anchored sandstones exhibit shear crack dominated fragmentation. These experiment results confirm that NPR cables effectively inhibit tensile crack propagation. Overall, NPR cables significantly enhance the dynamic impact resistance of sandstone through a correlated mechanism involving strength enhancement, energy dissipation regulation, and crack growth suppression, providing a promising technical approach for impact ground pressure control.

     

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