摘要
简述了航华科贸中心０—２，３楼基坑边坡锚土墙支护设计与施工情况；针对不同边坡进行了局部加固设计；对施工工艺作了较为全面的介绍；分析了边坡稳定的有害因素并提出了相应的处理措施；介绍了边坡位移的控制方法，分析了作为工程验收主要指标之一的锚钉拉拔试验。
The details of designing and constructing a soil nailed wall at a deep constuction pit of No. 0- # 2, # 3 Building Of China Onward Science and Trade Center are introduced as a typical example of deep slope reinforcement, including especially the design of partial reinforecement, construction experience, analysis of safety factors and their approppriate countermeasures, the methods for controlling horizontal displacement and the pull-out tests currently served as a majorchecking standard of nails.
出处
《中国安全科学学报》
CAS
CSCD
1997年第5期72-78,共7页
China Safety Science Journal
关键词
挡土墙
锚钉
深基坑
土墙支护
Soil nailed wall
Nail
Pull-out test
Horizontal displacement control
