摘要
分析了瑞典条分法和毕肖普条分法的基本原理,通过具体工程实例介绍了条分法在黏性土土坡稳定分析中的应用,探讨了条分法存在的问题,以推广条分法在工程中的应用。
The basic principle of Swedish slice method and Bishop slice method were analyzed,combined with specific engineering example,the slice method application in clay soil slope stability was introduced,and the existing problems of the slice method were discussed,so as to popularize the slice method application in engineering.
出处
《山西建筑》
2009年第34期100-101,共2页
Shanxi Architecture
关键词
土坡
圆弧形
滑动面
安全系数
soil slope
circular arc
slip surface
safety coefficient
