摘要
提出了一种新型的土层锚固与注桨技术 ,即全孔不排土和钻进 ,灌浆连续完成的新工艺 ,该方法施工速度快 ,支护效果好。采用了深基护坡土层锚杆拉固工程设计的神经网络新方法 ,提高了设计的科学化和智能化水平 ,从理论方面进行了分析和论证。
Based on the practical construction project, a new anchoring and grouting technique is presented in the paper. A new process, in which drilling and grouting can be completed continuously without removing soil, can improve executing speed and obtain good supporting result. By adopting a new nerve net method in anchor construction design of deep foundation pit revetment, scientific and intelligent level is improved. Analysis and demonstration are made from theory.
出处
《地质与勘探》
CAS
CSCD
北大核心
2000年第6期87-89,共3页
Geology and Exploration
关键词
深基坑护坡
新型锚固与注浆
deep foundation pit revetment
new type anchoring and grouting technique