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预锚结构面抗剪性能研究
引用本文:沈俊,夏正中. 预锚结构面抗剪性能研究[J]. 地下空间与工程学报, 1993, 0(2)
作者姓名:沈俊  夏正中
作者单位:重庆建筑工程学院(沈俊),重庆建筑工程学院(夏正中)
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。

关 键 词:预应力锚索  岩体结构面  抗剪  模型试验

A Study on Shear Resistance for Structural Surface of Prestressed Anchoring
Shen Jun Xia Zhengzhong. A Study on Shear Resistance for Structural Surface of Prestressed Anchoring[J]. Chinese Journal of Underground Space and Engineering, 1993, 0(2)
Authors:Shen Jun Xia Zhengzhong
Affiliation:Shen Jun Xia Zhengzhong
Abstract:In this paper the model with similar material was appliedto study the shear resistant ability of structural surface of the rockstrengthened by prestressed anchoring ropes.The influence of prestr-essing force,extent and installation angle of the rope on the effectof anchoring are analysed.
Keywords:Prestressed anchoring  structural face of the rock  shear resistance  model test
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