摘要
本文采用相似材料模型试验方法研究了单根预应力锚索对均质岩体的加固效应，给出了在三种不同长度的锚索作用下，岩体中受力变形规律，分析了锚索长度、预应力数值等对加固效应的影响，并与有限元计算结果作了对比。
In this paper,the reinforcement effects on homogenous rock by a single prestressed cable are investigated with model test.The distribution of the stress and strain in rock mass is obtained and some main parameters sucll as the length and prestress of the cables which affect the reinforcing effects are also analysed.The results of the tests are consistent with that by FEM.
出处
《华北水利水电学院学报》
1994年第3期69-76,共8页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
预应力锚索
岩体锚固
加固机理
模型试验
水利
Prestressed cable,Rockbolting,Reinforcement mechanism,Model test,Nonliner finite element analysis
