首页 | 本学科首页   官方微博 | 高级检索  
     检索      

锚索锚固力影响因素的试验分析研究
引用本文:薛亚东,黄宏伟.锚索锚固力影响因素的试验分析研究[J].岩土力学,2006,27(9):1523-1526.
作者姓名:薛亚东  黄宏伟
作者单位:1. 同济大学,地下建筑与工程系,上海,200092;太原理工大学,采矿研究所,太原,030024
2. 同济大学,地下建筑与工程系,上海,200092
基金项目:中国博士后科学基金;山西省科技攻关项目
摘    要:树脂锚索锚固力的影响因素复杂、锚固机理不完善,造成了支护参数设计不合理,甚至发生围岩加固失败.针对回采巷道顶板岩层含水状况,通过室内锚索拉拔试验,分析研究了锚索锚固长度、孔径、树脂药卷包裂膜利水等对锚固力的影响规律,总结出锚索载荷随位移变化的4种形式,以及锚索轴力分布的规律,对树脂锚索的支护参数设计及机理研究其有参考价值.

关 键 词:锚索  锚固力  影响因素  拉拔试验  
文章编号:1000-7598-(2006)09-1523-04
收稿时间:2004-11-18
修稿时间:2004年11月18

Experimental study on affect factors on anchoring force of cable bolts
XUE Ya-dong,HUANG Hong-wei.Experimental study on affect factors on anchoring force of cable bolts[J].Rock and Soil Mechanics,2006,27(9):1523-1526.
Authors:XUE Ya-dong  HUANG Hong-wei
Institution:1.Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2.Mining Technology Institute, Taiyuan University of Technology, Taiyuan 030024, China
Abstract:The affect factors on anchoring force of resin-grouted cable bolts are numerous and complicated. And the anchoring mechanism of cable bolts is not perfect enough at now. So the supporting parameters of cable bolts are always not suitable to the roadways’ condition. As the worst case, the reinforced surrounding rock may go into failure. Based on the observed results that more and more roof rock mass is bearing fracture water, some laboratory cable-bolt pull-out tests were carried out. The main factors include anchoring length, bore-hole diameter, resin capsule packaging, water, etc. A 7-wire high-strength stranded cable was used in the tests. The research results show that there are four models of cable force vs extension. The law of axial force distribution of cable bolt is obtained; and it is some different with the conventional Mindlin distribution. The achievement is valuable to the design of roadways supporting parameters and the work mechanism of cable bolts.
Keywords:cable-bolts  anchoring force  affect factor  pull-out test  water
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号