摘要
齐岳山隧道进口端采取反坡施工,隧道施工到DK362+060处遇到富水溶槽。文章主要介绍了该富水溶槽的注浆设计方案、注浆材料及堵水技术。
Qiyueshan tunnel was excavated on down slope and a water -contained karst depression was encountered at DK362 ＋ 060. The paper introduces the grouting technology and grouting materials employed to stop the water ingress from the water contained karst depression.
出处
《现代隧道技术》
EI
北大核心
2006年第3期47-50,共4页
Modern Tunnelling Technology
关键词
铁路隧道
富水溶槽
注浆堵水
Railway tunnel
Water contained karst depression
Grouting to stop water ingress
