摘要
采用RMR法对岩体质量进行了分级,并在此基础上,分析了某边坡的稳定性.结果表明:千枚岩片理降低边坡的稳定程度;各种结构面之间的相互结合是影响边坡稳定性的主要原因,边坡可能出多种模式的破坏.
Baseing on RMR,the rock mass quality is classified and a slope stability is analysised;the results show that： the stability of slope is reducee by schistosity in phyllite;inter combination of different structural plane is the main cause affecting the slope stability,which may lead Multi-mode damage of slope.
出处
《江西有色金属》
2010年第1期7-9,共3页
Jiangxi Nonferrous Metals
