Experimental study on effect of water on anchoring performance of resin cable bolts

XUE Ya-dong; HUANG Hong-wei

doi:10.16285/j.rsm.2005.s1.007

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Experimental study on effect of water on anchoring performance of resin cable bolts

更新时间：2026-06-25

- Experimental study on effect of water on anchoring performance of resin cable bolts
- Issue S1, Pages: 31-34(2005)
- 作者机构：
  
  1. 同济大学地下建筑与工程系
  2. 同济大学地下建筑与工程系,上海,200092
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2005.s1.007
  CLC： TU476
- Published：2005
- 稿件说明：
移动端阅览
[1]薛亚东,黄宏伟.水对树脂锚索锚固性能影响的试验研究[J].岩土力学,2005(S1):31-34.

XUE Ya-dong, HUANG Hong-wei. Experimental study on effect of water on anchoring performance of resin cable bolts[J]. 2005, (S1): 31-34.
[1]薛亚东,黄宏伟.水对树脂锚索锚固性能影响的试验研究[J].岩土力学,2005(S1):31-34. DOI： 10.16285/j.rsm.2005.s1.007.

XUE Ya-dong, HUANG Hong-wei. Experimental study on effect of water on anchoring performance of resin cable bolts[J]. 2005, (S1): 31-34. DOI： 10.16285/j.rsm.2005.s1.007.

摘要

水对树脂锚索锚固性能具有影响

可导致锚索锚固失效。通过室内树脂锚固锚索拉拔试验以及长锚索锚固试验

系统研究了水对树脂锚索锚固性能的影响

得出水可降低锚固粘结强度约7%

降低锚固体单轴抗压强度约12%

减少有效锚固长度约10%。研究结果对定量评价巷道锚索支护的安全性以及合理设计树脂锚索的支护参数具有重要意义。

Abstract

The water has an effect on anchoring performance of resin cable bolts. In some case

water could lead to the failure of cable bolts reinforcement. Based on the cable bolts pull-out tests and long cable bolts installation tests in laboratory

the anchoring capability is studied systematically. The research result shows that water can reduce the cable bond strength about 7 %

reduce the anchoring body uniaxial compression strength about 12 %

and shorten the effective anchoring length about 10 %. The achievement is valuable to the design of roadways cable bolts supporting parameters and the evaluation of reinforced rock masses’ safety.

关键词

Keywords

references

Views

249

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Experimental study on affect factors on anchoring force of cable bolts

隧道掘进机滚刀破岩的理论与试验对比分析

强/让压支护下软岩大变形隧道力学响应对比

导洞条件下隧洞围岩应变能调整与破坏规律研究

动态CO2溶蚀作用下节理灰岩剪切力学性能及工程应用研究

Related Author

XUE Ya-dong1

CAI Jian-tao

JIANG Jin-guo

ZHOU Yan-jun

CAO Wen-zhao

ZHENG Jun-jie

ZHANG Huai-dong

Related Institution

Mining Technology Institute, Taiyuan University of Technology

Shanghai Geological & Mineral Engineering Investigation Co., Ltd.

Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology

Research Center of Coal Resources Safety Mining and Clean Utilization,Liaoning Technical University

AI问答

⁰