摘要
对土钉进行模型试验和现场监测,结果表明,随着开挖深度的增加,土钉受力逐渐在某个位置形成最大值,并向两侧逐渐减小,而且最大值位置不断向远离面层的方向移动。
The model test and field monitoring for soil nails were carried out. The results showed that the force of a soil nail in a position gradually reached its maximum value with the increase in excavation depth,which was decreased gradually towards both sides. In addition the position of the maximam value was moved continuously in the direction being away from the surface.
出处
《工业建筑》
CSCD
北大核心
2014年第S1期682-684,共3页
Industrial Construction
关键词
土钉
基坑
受力
soil nail
foundation pit
force
