摘要
通过合理的设计计算，采用双排桩排式地下连续墙加固方案，解决了后湖泵站滑坡问题，取得了较好的社会效益。
Abstract A reinforcing programme of double row piling of underground continuous wall was adopted through rational calculation to solve the landslide at Hounu pumping station, thus achieving a satisfactory social and economic benefits.
出处
《探矿工程》
1992年第3期22-24,共3页
Exploration Engineering(Drilling & Tunneling)
