摘要
为了提高受高水平应力和采动影响巷道围岩的稳定性,利用相似材料模拟试验方法研究了采用不同支护方式的巷道,在不同水平载荷下的变形破坏特征。然后运用FLAC3D数值模拟软件,研究受上方工作面回采影响的巷道在不同支护方式下,工作面推进至距巷道中线不同位置时,巷道围岩位移的变化规律。结果表明,锚网索喷+注浆支护能显著减小顶板下沉量和提高围岩自承能力。
In order to improve the stability of roadway influenced by horizontal stress and overhead mining, deformation and failure char- acteristics of the roadway with different support patterns were firstly studied by similar simulation test in the condition of different hori- zontal loads. Then when the working face was at different distances from the central line of the roadway, the changing laws of sun'ound- ing rock displacement of roadway with different support patterns which were influenced by overhead mining were analyzed with simula- tion software FLAC3D. The result indicates that bolting and shotcreting with mesh + grouting support can greatly reduce roof conver- gence and raise self - supporting properties of surrounding rocks.
出处
《煤矿安全》
CAS
北大核心
2013年第9期116-119,共4页
Safety in Coal Mines
基金
河南理工大学博士基金资助项目(648168)
关键词
水平应力
相似模拟试验
数值模拟
跨采巷道
围岩控制
horizontal stress
similar simulation test
numerical simulation
roadway influenced by overhead mining
surrounding rockcontrol