摘要
本文综述了边坡动力稳定分析研究进展,从拟静力法、New-mark滑块分析法、数值分析法等3种方法进行分析阐述每种方法存在的不足之处,最后对现阶段研究的进展以及下一步的研究进行总结和展望。
The study progress of dynamic stability analysis of slope is reviewed herein,from which three methods,i.e.quasi-static method,Newmark sliding block analysis method and numerical analysis method,are analyzed,and then the shortcomings of all the methods are expounded.Finally,the progress of the relevant studies at the present stage and the further studies are summarized and prospected as well.
作者
张坚
ZHANG Jian(Henan Hongyu Engineering Supervision Consulting Co.,Ltd.,Puyang 457099,Henan,China)
出处
《水利水电技术（中英文）》
北大核心
2020年第S02期373-375,共3页
Water Resources and Hydropower Engineering
关键词
边坡动力稳定分析
拟静力法
New-mark滑块分析法
数值分析法
研究进展
slope dynamic stability analysis
quasi-static method
Newmark sliding block analysis method
numerical analysis method
study progress
