摘要
以大甘坪土坡为实例对不同的极限平衡分析法计算结果进行比较，对各方法的应用前景作出综合评价。本文还剖析不同的极限平衡分析法对土坡稳定安全系数定义的内涵，并对安全系数的选取展开讨论。
This paper compares the calculating results with the three types of limit equilibrium analysis methods as the slope in dagan Ping, Badong county ,Hubei province ,an example, and evaluates synthetically their applied prospects.This paper also analyses the definition of the safety factor of slope for the three types of methods, and discusses how to choose the safety factor of slope.
基金
交通部"八.五"重点攻关项目
关键词
土坡
极限平衡
安全系数
稳定性
slope stability
limit equilibrium
safety factor
