摘要
以岩质边坡为研究对象 ,运用可靠度分析方法中的蒙特卡罗法 ,对边坡进行稳定性分析 。
Taking rock slope as investigated subject this paper applying Monte Carlo Method and JC method in reliability analysis methods the stability of rock slope is analyzed. And based upon reliability theory a practical method is proposed is proposed for slope stability calculation.
出处
《山西建筑》
2004年第13期40-41,共2页
Shanxi Architecture
关键词
岩质边坡
稳定分析
可靠度分析
rock slope, stability analysis, reliability analysis
