大跨度巷道锚喷支护数值模拟研究  

Simulating Study of Shotcrete Roof Bolt in Wide Underground Rectangular Drifts

作　　者：王玉和[1] 孙延贺[1] 

机构地区：[1]山东科技大学(青岛)矿业与安全工程学院,山东青岛266590

出　　处：《煤炭技术》2016年第2期74-76,共3页Coal Technology

摘　　要：通过数值模拟的方法,对比研究了深部大跨度巷道在未支护和锚喷支护2种情况下围岩应力分布、位移变化及塑性区分布,结果证明锚喷支护深部大跨度巷道能有效地维护其稳定性,有利于煤矿的安全生产。The numerical simulation method is adopted to analyze rock stress distribution,displacement and distribution of plastic zone under circumstances of large-section and large-span roadways being not supported or supported by bolting and shotcreting. The result showed that bolting and shotcreting could ensure the stability of the large-section and large-span roadways,which is good for safe production of coal mine.

关 键 词：高采深 大跨度巷道 锚喷支护 巷道稳定性 

分 类 号：TD353[矿业工程—矿井建设]