摘要
探讨了有限元应力边坡稳定性计算方法在水泥土挡墙稳定性分析中的应用,并与简单圆弧滑动条分法及毕肖普法计算结果进行了对比,结果表明,有限元应力边坡稳定性计算方法理论依据更合理。
The application of stability analysis based on finite elenlent stress method for the slope stability problem of cement-soil retaining wall is discussed in this paper. The result of the finite element stress method is compared with that computed by Ordinary Method of Slices and Bized.shop＇s Modified Method and the reasons of difference are analy It is shown that the finite element stress method is theoretically more reasonable.
出处
《苏州科技学院学报（工程技术版）》
CAS
2006年第1期6-8,21,共4页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
关键词
水泥土挡墙
基坑稳定性
有限元法
cement-soil retaining wall
foundation pit stability
finite element method
