摘要
在工程实践的基础上，通过锚索作用机理的分析，找到了锚固角这一关键因子；建立了预应力锚索的设计理论；并将滑坡分为三种类型，分别推导出最优化锚固角和最大抗滑力锚固角计算公式，使预应力锚索的作用得以充分发挥。
Based on the construction practice,this paper indicats the key factor of anchoring angle through the analysis of the anchoring mechanism,and develops the design theory for the prestressed tendon anchor.It divides the slope into three types and deduced the formula for the optimized and the maximum slide resistant anchoring angles respectively,thus the potential function of the prestressed tendon could be developed adequately.
出处
《西部探矿工程》
CAS
1999年第2期4-8,共5页
West-China Exploration Engineering
关键词
边坡加固
预应力锚
抗滑
最优化设计
prestressed anchor\ \ slide resistility\ \ anchoring angle\ \ optimized design
