边坡各种极限平衡条分法对比分析  

The comparison and analysis of several limit equilibrium slice methods of slope

作　　者：张爱英[1] 陈弦[2] 刘均红[2] 

机构地区：[1]安康学院 [2]西安科技大学

出　　处：《山西建筑》2009年第27期116-117,共2页Shanxi Architecture

摘　　要：对条分法作了简单概述,就基于不同假设条件下的各种极限平衡条分法进行了对比分析,同时对各种条分法的计算精度作了分析,最后总结出极限平衡条分法的局限性,以期为边坡的稳定性分析奠定基础。The slice method was summarized simply,several limit equilibrium slice methods based on different assumed conditions were compared and analyzed,and the calculation accuracy of several slice methods were analyzed,at last,the limit of limit equilibrium slice methods was concluded,so as to lay a base to stability analysis of slope.

关 键 词：边坡稳定性 极限平衡法 条分法 安全系数 

分 类 号：TU413.62[建筑科学—岩土工程]