许鹏, 杨仁树. 岩石爆破基础理论研究进展与展望③ ——波纹关系[J]. 工程科学学报. DOI: 10.13374/j.issn2095-9389.2024.07.30.003
引用本文: 许鹏, 杨仁树. 岩石爆破基础理论研究进展与展望③ ——波纹关系[J]. 工程科学学报. DOI: 10.13374/j.issn2095-9389.2024.07.30.003
Research Progress in the Fundamental Theoretical Research on Rock Blasting III - Interaction Mechanism Between Blast Waves and Crack[J]. Chinese Journal of Engineering. DOI: 10.13374/j.issn2095-9389.2024.07.30.003
Citation: Research Progress in the Fundamental Theoretical Research on Rock Blasting III - Interaction Mechanism Between Blast Waves and Crack[J]. Chinese Journal of Engineering. DOI: 10.13374/j.issn2095-9389.2024.07.30.003

岩石爆破基础理论研究进展与展望③ ——波纹关系

Research Progress in the Fundamental Theoretical Research on Rock Blasting III - Interaction Mechanism Between Blast Waves and Crack

  • 摘要: 岩石爆破“三大关系(本构、波纹、动静)”是爆破理论研究的重要内容,爆炸应力波与裂纹的相互作用是影响岩石破碎效果的关键因素。本文聚焦爆炸应力波与静止裂纹的相互作用、爆炸应力波与爆炸裂纹的相互作用、爆炸应力波作用下裂纹间的相互作用、地应力与爆炸应力波耦合作用下裂纹的扩展行为等四个方面,系统梳理了岩石爆破中爆炸应力波与裂纹相互作用机理研究方面的进展情况。现有研究发现爆炸应力波在静止裂纹处发生反射和衍射,产生“双马赫锥”现象,致使爆炸能量较多地积聚在静止裂纹周围,诱导静止裂纹周围产生损伤和破坏;爆炸膨胀波对迎面爆炸裂纹的扩展有抑制作用,剪切波对其扩展有促进作用,而在爆炸应力波与同向爆炸裂纹的相互作用过程中,爆炸膨胀波和剪切波对裂纹扩展速度的影响则相反;爆炸荷载下相向扩展的两条裂纹互为自由面,产生“咬合效应”,形成相互勾连的形状;地应力场能够促进平行最大主应力方向的爆炸裂纹扩展,而抑制垂直最大主应力方向的爆炸裂纹扩展,且地应力场的主应力差值越大,爆炸裂纹沿最大主应力方向的扩展长度越长。在上述分析的基础上,对爆炸应力波与裂纹相互作用机理研究的瓶颈和面临的挑战进行了展望,为其深入研究提供了研究思路和发展方向。

     

    Abstract: The "three relations (rock constitutive equation, crack-wave interaction, superposition effect between blast waves and explosion gas)" of rock blasting are the important contents of the blasting theory. The interaction between blast wave and crack is the key factor affecting the rock fragmentation. Focuses on the four aspects, namely, the interaction between blast waves and stationary crack, the interaction between blast waves and blast induced crack, the interaction among cracks under the action of blast waves, and the propagation behavior of cracks under the superposition of geo-stress and blast waves, this paper systematically reviews the progress in the study of the interaction mechanism between blast waves and cracks under rock blasting. At present, it is found that blast waves reflect and diffract when it encountered stationary crack, resulting in the "double Mach cone" phenomenon, which causes more explosive energy to accumulate around the stationary cracks, inducing damage and destruction around the crack. Furthermore, using photo-elastic experiment, we found that the dilatational wave suppresses the propagation of oppositely propagating crack, while the shear wave promotes the propagation of the oppositely propagating crack. However, during the interaction between blast waves and same propagating blast induced crack, the dilatational wave promotes the propagation of same propagating crack, and the shear wave suppresses the propagation of the same propagating crack. Additionally, under the double borehole blasting, the two opposite propagating cracks interact between each other, causing “linking effect” and forming an interconnected shape. Last but not least, the geo-stress can promote the propagation of blast induced crack parallel to the direction of the maximum principal stress and suppress the propagation of blast induced crack perpendicular to it. Moreover, the greater the difference in principal stresses in the geo-stress field, the longer the propagation length of blast induced cracks along the direction of the maximum principal stress. Based on the above analysis, this paper looks forward to the development of the research on the interaction mechanism between blast waves and cracks.

     

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