节点文献

端部锚固与全长锚固作用效果分析

Analysis on the working result of point-and-fully-anchoring of bolts

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 徐涛李化敏刘长龙

【Author】 XU Tao 1, LI Hua_min 1,LIU Chang_long 2 (1.Dept. of Resource and Materials Eng.of JIT, Jiaozuo 454000,China; 2.Dongfeng Coal Mine,Fine Coal Group of Qitaihe City,Qitaihe 154606,China)

【机构】 焦作工学院资源与材料工程系!河南焦作454000七台河市精煤集团公司东风煤矿!黑龙江七台河154606

【摘要】 针对端部锚固和全长锚固两种不同的锚杆锚固形式 ,利用莫尔圆和抗剪强度包络线从岩体的剪切参数及岩体所受支护反力方面对锚固的挤压加固效果进行了分析比较 ,提出了锚杆锚固的强度储备概念 ,并得出了端部锚固和全长锚固强度储备的计算公式以及二者强度储备比值的计算公式

【Abstract】 In terms of point_and_fully_anchoring of bolts, the compression and consolidation effect of anchoring is compared and analyzed by means of Mohr′s circle and shear strengh envelope curve from the shearing parameters of rock mass and the interacting force offered. A new concept about strength reserve is also put forward. In addition, the formula of strength reserve of point_and_fully_anchoring, together with that of the ratio of strength reserve of fully_anchoring to point_anchoring is obtained.

  • 【文献出处】 焦作工学院学报(自然科学版) ,Journal of Jiaozuo Institute of Technology , 编辑部邮箱 ,2001年03期
  • 【分类号】TD353.6
  • 【被引频次】14
  • 【下载频次】362
节点文献中: 

本文链接的文献网络图示:

本文的引文网络