摘要
应用软岩支护理论 ,分析了梅田六矿软岩巷道的变形机理 ,提出了“锚喷加竹条网”的软岩巷道联合支护方案 ,根据现场观测和理论分析 ,优化了方案中的各项参数 。
The deformation mechanism of soft rock roadway is analyzed by the theory of soft rock supporting. The combined supporting scheme of soft rock roadway——“bolting and shotcrete lining with bamboo net” is put forward. Through field observation and theory analysis, all the parameters of the scheme are optimized. The supporting scheme has achieved good results.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第5期647-650,共4页
Chinese Journal of Rock Mechanics and Engineering
基金
广东省科技发展项目资助! ( 960 13 0 )
关键词
软岩巷道
支护
优化
矿业
soft rock roadway, supporting parameter, optimum
