摘要
本文系统地导出了工程稳定最小干扰能量判据、潜在滑面、滑向和最小稳定安全系数的公式．
In this paper,the formulas of the minimum disturbing energy criterion and the latent slipping face and the most dangerous slipping direction and the minimum stability safety coefficient are proposed for engineering.The illustrated examples and computation results show that this method is reasonable and reliable.
出处
《水利学报》
EI
CSCD
北大核心
1997年第8期80-84,79,共6页
Journal of Hydraulic Engineering
基金
国家自然科学基金
关键词
干扰能量
工程稳定
滑面
滑向
滑坍面
安全度
nonlinearity,stability analysis,disturbing energy criterion,stability coefficient,latent slipping face,dangerous silpping direction.
