摘要
在陕西国土资源大厦深基坑支护工程中,采用水泥土搅拌桩-土钉墙和预应力锚杆的复合土钉墙技术。介绍了施工技术要点及实际施工效果。
In the deep foundation pit supporting engineering, the composite soil nailing wall with cement mixing pile-soil nailing wall and pre-stressed anchor was adopted. The paper introduces the main points of construction technology and the actual effects.
出处
《探矿工程(岩土钻掘工程)》
2013年第10期74-76,共3页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
深基坑支护
复合土钉墙
水泥土搅拌桩
土钉墙
预应力锚杆
deep foundation pit supporting
composite soil nailing wall
cement mixing pile
soil nailing wall
pre-stressed anchor