摘要
介绍了广西地矿局科技业务楼深基坑桩锚+高压旋喷止水帷幕联合支护形式、渗透系数试验、锚索试验,以及施工质量控制措施。
The paper outlines combined supporting with pile anchor in deep foundation pit and high-pressure spiral jetting diaphragm, experiment on osmotic coefficient and anchor cable are made, and construction quality control is introduced.
出处
《探矿工程（岩土钻掘工程）》
2006年第8期11-16,共6页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
基坑支护
支护桩
锚索
高压旋喷止水
retaining wall of foundation pit
retaining pile
anchor cable
high-pressure spiral jetting diaphragm
