摘要
介绍了土坡稳定分析的基本方法有毕肖普法和杨布法安全系数的定义方法,用毕肖普法和杨布法对一土坡进行分析研究,对土坡稳定的参数敏感性进行了研究,得出了一些有益的结论,对土坡稳定分析有一定的指导意义。
Basic methods for the stability analysis of earth slope are introduced, which contain Bishop method and Janbu method. Based upon those two methods stability analysis is made. Further study is also carried out for the sensitivity analysis of stability parameters. Some helpful results obtained, which have a certain reference value for stability analysis of earth slope.
出处
《山西建筑》
2005年第21期111-112,共2页
Shanxi Architecture
关键词
土坡稳定
敏感性分析
刚体极限平衡法
stability of earth slope, sensitivity analysis, rigid body limit equilibrium method