摘要
介绍了预应力锚索的特点,分析了其加固不稳定滑体的原理,阐述了锚索设计计算应考虑的若干问题,从而保证加固岩体的稳定状态,改善内部应力状况。
It introduces characteristic of inherent stress anchor wire and analyzes principle on strengthening unstable gliding mass, and illustrates problems should be considered in calculation & design of anchor wire to ensure stability of reinforced rock and improve inner stress.
出处
《山西建筑》
2006年第4期153-154,共2页
Shanxi Architecture
关键词
预应力锚索
加固原理
不稳定滑体
设计
inherent stress anchor wire, reinforcing principle, unstable gliding mass, design