摘要
从技术和经济两个角度，对连续锯槽成墙工艺技术与高压喷射注浆法构筑地下防渗墙技术作了介绍和分析。
Abstract: In this paper, the technique of continuous trench for cutting pile wall and the technology of high
pressure grouting for making underground filtration-proof wall are introduced and analysed from two respects of
techniques and its economy.
出处
《探矿工程》
1993年第5期14-16,共3页
Exploration Engineering(Drilling & Tunneling)
