摘要
介绍了洛阳铲成孔土钉墙与旋喷桩深基础加固方案的对比情况,及采用洛阳铲成孔土钉墙取得的较好经济效益,为在管线密集的深基础地区基坑加固提供了新的思路。
The comparison analysis are introduced for deep foundation reinforcement using soil nail retaining wall drilled by Luoyang spoon and churning pile. The application of soil nail retaining wall drilled by Luoyang spoon can acquire good economic benefit and provide a new method for foundation pit reinforcement.
出处
《山西建筑》
2003年第5期54-55,共2页
Shanxi Architecture
