煤炭工程 ›› 2026, Vol. 58 ›› Issue (6): 179-188.doi: 10.11799/ce202606023

• 研究探讨 • 上一篇    下一篇

脉冲磨料水射流冲击受载煤岩破坏特征及力学机制

徐 刚,位盈州,罗飞飞,田俊伟   

  1. 1. 西安科技大学 安全科学与工程学院,陕西 西安 710054

    2. 西部矿井瓦斯智能抽采工程研究中心,陕西 西安 710054

    3. 中煤科工西安研究院(集团)有限公司,陕西 西安 710076

  • 收稿日期:2025-09-29 修回日期:2026-01-04 出版日期:2026-06-15 发布日期:2026-06-24
  • 通讯作者: 位盈州 E-mail:16649873573@139.com

Failure characteristics and mechanical mechanism of pulsed abrasive water jet impact on loaded coal rock

  • Received:2025-09-29 Revised:2026-01-04 Online:2026-06-15 Published:2026-06-24
  • Contact: Wei YingZhou E-mail:16649873573@139.com

摘要:

为揭示脉冲磨料水射流冲击受载煤岩破坏的力学机制,采用光滑粒子动力学-有限元法(SPH-FEM)建立了脉冲磨料水射流冲击受载煤岩数值模型,对比分析了脉冲磨料水射流冲击无加载应力及加载应力条件下煤岩破坏特征的时序特性,研究了脉冲振幅、脉冲频率和磨料质量浓度等射流参数对不同加载应力条件下煤岩破碎坑深度、纵截面面积、主裂纹总长度的影响,获得了脉冲磨料水射流冲击受载煤岩的应力变化规律,阐明了脉冲磨料水射流冲击受载煤岩的力学机制。结果表明:加载应力显著抑制了煤岩破碎坑的形成及内部裂纹的衍生与扩展;随着脉冲振幅的增大,受载煤岩破碎坑深度、纵截面面积及主裂纹总长度均逐渐增加;随着脉冲频率或磨料质量浓度的增加,受载煤岩破碎坑深度、纵截面面积及主裂纹总长度均先增大后减小;加载应力越高, 煤岩破碎坑深度、纵截面面积及主裂纹总长度越小;随距射流表面中心距离的增加煤岩单元测点有效应力峰值逐渐减小;受载条件下煤岩单元测点有效应力峰值显著增大;加载应力提高了煤岩破碎强度,增强了煤岩抵抗破坏的能力,而在射流中添加磨料增大了射流的水锤压力与滞止压力,进而实现深部地下工程中受载煤岩的高效破碎。

Abstract:

In order to reveal the failure characteristics and mechanical mechanism of pulsed abrasive water jet impacting loaded coal rock. the corresponding numerical model is established by using Smoothed Particle Hydrodynamics-Finite Element Method ( SPH-FEM ). The temporal failure processes of coal and rock under stress-free and two-dimensional stress states impacted by pulsed water jet and pulsed abrasive water jet were compared and analyzed. The influence laws of changes in jet parameters such as pulse amplitude, pulse frequency, and abrasive mass concentration on the failure characteristics of coal and rock under two-dimensional stress were studied. The damage evolution law and stress distribution characteristics of coal rock under non-stress and two-dimensional stress state of pulsed abrasive water jet impact are revealed. The results show that compared with pulsed water jet, pulsed abrasive water jet has higher crushing efficiency, and the application of two-dimensional stress significantly inhibits the formation of crushing pits and the initiation and propagation of internal cracks in coal and rock. With the increase of pulse amplitude, the depth, cross-sectional area of the longitudinal section, and total length of main cracks of coal and rock crushing pits all gradually increase. As pulse frequency or abrasive mass concentration increases, the depth, cross-sectional area of the longitudinal section, and total length of main cracks of coal and rock crushing pits first increase and then decrease. The unit measuring points close to the coal and rock surface exhibit instantaneous damage characteristics, while those far from the surface show stepwise cumulative damage characteristics. Meanwhile, the peak effective stress of different measuring points alternates with time. The loading of two-dimensional stress increases the stress threshold of coal-rock unit failure, thus enhancing the ability of coal-rock to resist damage and failure. The research results provide theoretical guidance for the optimization of process parameters in the impact of loaded coal and rock by pulsed abrasive water jet.

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