摘要
本文采用相似材料模型试验方法,研究预应力锚索加固的岩体结构面的抗剪性,分析了预应力大小、锚索安装角等因素对锚固效果的影响。
In this paper the model with similar material was applied
to study the shear resistant ability of structural surface of the rock
strengthened by prestressed anchoring ropes.The influence of prestr-
essing force,extent and installation angle of the rope on the effect
of anchoring are analysed.
出处
《地下空间》
CSCD
1993年第2期81-85,共5页
Underground Space
关键词
预应力
锚索
岩体
结构面
抗剪性能
Prestressed anchoring
structural face of the rock
shear resistance
model test
