东北大学学报(自然科学版) ›› 2011, Vol. 32 ›› Issue (7): 1024-1027.DOI: -

• 论著 • 上一篇    下一篇

预裂爆破成缝机理及预裂孔间距的设计方法

陈庆凯;朱万成;   

  1. 东北大学资源与土木工程学院;
  • 收稿日期:2013-06-19 修回日期:2013-06-19 发布日期:2013-04-04
  • 通讯作者: -
  • 作者简介:-
  • 基金资助:
    教育部留学回国人员科研启动基金资助项目;;

Mechanism of the crack formation induced by pre-split blasting and design method for the pre-split blasting hole space

Chen, Qing-Kai (1); Zhu, Wan-Cheng (1)   

  1. (1) School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China
  • Received:2013-06-19 Revised:2013-06-19 Published:2013-04-04
  • Contact: Chen, Q.-K.
  • About author:-
  • Supported by:
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摘要: 通过对不同不耦合系数条件下裂缝扩展速度和爆生气体扩散速度进行计算分析,发现裂缝的扩展速度和爆生气体扩散速度随着不耦合系数发生变化,两者量值的对比关系决定了爆生裂缝是由爆炸应力波和爆生气体共同作用的结果,从而揭示了预裂缝的形成机理具有随时间和装药参数动态变化这一特征.基于炸药爆炸应力波和爆生气体作用下炮孔周边应力分布特征,提出了预裂孔间距的设计方法,给出了运用岩体的动态抗压强度和动态抗拉强度计算孔间距的公式.

关键词: 预裂爆破, 裂缝扩展速度, 爆生气体扩散速度, 预裂孔间距, 动态强度

Abstract: The pre-split crack initiation mechanism during the pre-split blasting is still a controversial topic. The clarification of the crack initiation mechanism during the pre-split blasting is of great significance for the engineering design. Comparative analysis indicates that the crack propagation velocity and the blasting-induced gas dissipation velocity change under different decoupling charging coefficients. The comparison of the magnitude of the two velocities shows that the crack propagation is caused by both the blasting stress wave and blasting-induced gas dissipation. It is thus concluded that the pre-split blasting mechanism is characterized by a dynamic process depending on the time and charging parameters. According to the blasting stress wave and blasting-induced gas dissipation induced stress distribution of the hole surrounding, a design method of the pre-split blasting hole space and a calculation equation based on the dynamic compressive and tensile strengths of the rockmass are proposed.

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