基于RMR岩体质量评价的某边坡稳定性分析

Slope Stability Evaluation Based on RMR Rock Mass Quality Classification Method

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.

Abstract: 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.