会议专题

Calculation and Analysis of Parallel Cut Effect for Tunnels Excavation by Blasting

The parallel cut is a key technique for excavation of tunnels. Based on the theoretical analysis and the field test, through an approach to the mechanism of spiral cutting with big empty hole, the model of cut blasting effect was established. The influence of the big empty hole diameter, the blast hole depth, the hole spacing between blasting hole and empty hole and the blasting effect were quantitatively. The analysis results are in line with the engineering practice. This study will enrich the tunnel blasting theory and play an important role in guiding the excavation blasting construction of the tunnel project.

blasting excavation parallel cut blasting effect field test

GONG Min LIU You-ping

Civil and Environment Engineering School University of Science & Technology Beijing Beijing, China

国际会议

2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

三峡

英文

2222-2225

2012-05-18(万方平台首次上网日期,不代表论文的发表时间)