摘要
通过对万家寨引黄北干1号隧洞钻爆法施工洞段不稳定性因素分析,提出了较为科学合理的措施,保证了隧洞工程的安全和质量。
Through the analysis on unstable factors of NO.1 tunnel's section excavated by drill-blast tunneling method in North Main Line of YRDP,the more scientific and reasonable measures were put forward. The project security and quality had been ensured by these measures.
出处
《山西水利科技》
2009年第4期32-33,共2页
Shanxi Hydrotechnics
关键词
围岩
地下水
光面爆破
新奥法
adjoining rock groundwater smooth boasting new Austrian tunneling method(NATM)