摘要
为了保证巷道围岩的稳定性且能达到快速掘进的目的,以李雅庄矿6071工作面为研究对象,通过数值模拟手段,建立计算模型,采用锚杆(索)单元模拟锚杆(索),分析不同锚杆长度和不同锚杆间距时的预应力场的分布特征。
In order to guarantee the stability of surrounding rock and achieve quick excavation of the roadway.6071 working face of Liyazhuang coal mine was taken the research object,by means of numerical simulation,the calculation model was built with aid of the anchor rod(rope) units,and prestress field distribution under different anchor length and spacing was analysed.
作者
曹怀建
原凯
CAO Huai-jian;YUAN Kai(Liyazhuang Coal Mine,Huozhou Electric Coal Group Company,Huozhou 031400,China;School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China)
出处
《煤炭技术》
CAS
2018年第10期13-16,共4页
Coal Technology
关键词
锚杆支护
数值模拟
预应力场
支护参数
bolt support
numerical simulation
prestress field
support parameter