摘要
本文基于现代工程地质力学理论与相似模拟原理，采用地质力学模拟试验方法，以某矿顶帮边坡为工程实例，结合大量滑坡实例综合分析。
Based on the analysis principles of engineering geomechanics of rock mass and analog simulation theory, the paper mainly studies the movement mechanism for anti dip layered slope rock mass and potential failure model. The analog simulation test method is used in analysis and study of slope failure of an open mine pit in process of mining operation.
出处
《工程地质学报》
CSCD
1997年第1期80-85,共6页
Journal of Engineering Geology
基金
中国科学院工程地质力学开放实验室资助
关键词
露天矿边坡
层状反倾结构
地质力学模型
滑坡机理
Open mine pit slope, Anti dip layered structure, Engineering geomechanics model, Slope failure mechanism.
