摘要
本文对含有结构面的边坡力学系统变形、滑动全过程进行了分析，描述了边坡力学系统变形、滑动两大过程的规律，建立了边坡力学系统失稳的两种新机制。
The following is discussed in this paper: Analyzing whole process of slope mechanical system which containing discontinuity; Demonstrating two processes regular that slope mechanical system deforming and sliding; Establishing two types new mechanism of slope mechanical system instability.
出处
《中国地质灾害与防治学报》
CSCD
1998年第S1期55-61,共7页
The Chinese Journal of Geological Hazard and Control
基金
国家杰出青年科学基金
关键词
边坡
力学系统
失稳
机制
Slope mechanical system instability mechanism
