摘要
本文根据文献(1)中层状岩体边坡最危险组合滑面的确定方法,编制了计算程序 JCIRCLE,通过算例对边坡和结构面的几何参数和力学参数等对滑面形状的影响进行了讨论。
According to the method of determining the critical complex failure surface in the slope of stratification rock mass put forward in reference[1],by the analysis of parameters using computer program JCIRCLE written,the in- fluences of the geometric and mechanical parameters of slope and discontinuity on the form of failure surface and the fac- tor of safety have been discussed in the paper.
关键词
岩石边坡工程
露天煤矿
边坡参数
破坏面形状
rock slope engineering
slope of stratification
rock mass
stability
open pit coal mine
