边坡开挖中预裂爆破的减震效应分析与应用
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摘要
本文根据对预裂爆破震动效应的测试结果,研究了边坡工程中预裂爆破震动波的传播特点和规律,对预裂爆破的减震效果进行了分析,分别考虑主爆孔到预裂面的距离、预裂孔的单响药量和单孔药量、预裂孔与主爆孔之间起爆时差等方面提出了降低预裂爆破震动强度的措施,同时得出了一些有益于最优化预裂爆破设计的结论。
According to the measurement result of pre-splitting blasting vibration effects in the slope engineering in this paper,the transmitting characteristics and law of the pre-splitting blasting vibration wave are investigated. The effect of shock-absorption in the pre-splitting blasting is analyzed. The measures of reducing the pre-splitting blasting seismic intensity are proposed considering the distance of pre-splitting face,the single hole dose,one delay interval doses of pre-splitting hole,and the initiation time difference between pre-splitting holes and the main blasting holes etc. Some beneficial conclusions on the optimum design of are summarized which are available for reference to practical projects.
引文
1卢文波,赖世骧,董振华.岩石钻爆开挖中预裂缝的隔震效果分析[J].爆炸与冲击,1997,17(3):193-198
    2田振农.爆破震动分析及爆破地震波的计算机模拟研究[D].硕士学位论文,山东科技大学,2001
    3张宪堂,国胜兵,陈士海.水电站地下厂房结构爆破地震效应测试分析[J].水利水电技术,2003,34(7):49-51
    4张成良,梁开水,唐海.预裂爆破减振作用效果分析[J].爆破,2003,20(2):17-19
    5张新民,舒大强.预裂爆破震动规律的试验研究[J].爆破,2001,18(3):18-20

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