摘要
引额济克引水隧道围岩软弱 ,爆破开挖难度大。采用预裂爆破技术、合混型掏槽方式及其相应的爆破参数 ,使隧道成洞获得了良好效果。
The soft-formation of diversion tunnel surrounding strate in the project of diverting-E river-to-ke river makes it difficult to excavate in blasting. The presplit blasting and composite slotting type and their relevant blasting parameters are adopted to achieve excellent effectiveness in this paper.
出处
《爆破》
CSCD
2000年第S1期140-142,共3页
Blasting
关键词
软岩
预裂爆破
成洞
隧道
soft-formation
presplit blasting
cavitation
tunnel