摘要
在金堆城露天矿边坡角设计比较合理、目前较稳定的前提下，主要对边坡体的现状及其影响边坡体稳定性的因素和应力学特点作了相关注的分析。
JDC open-pit slope is designed in relative rationality and now it still remains stability. In thisprerequisite,the state of the slope and the influence factors on the slope stability and the stress characteristic havebeen analyzed relatively.
出处
《中国钼业》
1995年第6期39-42,共4页
China Molybdenum Industry
关键词
露天矿
边坡
稳定性
影响因素
Open-pit slope, Stability, Influence factors
