摘要
运用理论分析和现场试验的方法,对普通锚固结构和整体拱形锚固结构的稳定性进行对比研究。结果表明,巷道采用普通锚固结构存在着结构松散,巷道易于失稳,而采用整体锚固结构大大提高了巷道围岩的整体稳定性的结论。
Through the theoretical analysis and industrial test , the stability of ordinary anchoring structure and integral arch anchoring structure are studied in details, the result indicates that the surrounding rock stability was improved with the integral arch anchoring structure.
出处
《山西煤炭》
2009年第1期16-18,24,共4页
Shanxi Coal
基金
太原市科学技术项目:(0703003)
关键词
回采巷道
锚固结构
围岩稳定性
gateway
anchorage structure
stability of surrounding rock