摘要
文章基于大型有限元软件Ansys,应用改进的有限元重度增加法对三维均匀土质边坡进行稳定性分析,与采用强度折减法计算得到的相应结果进行对比,得到了比较理想的计算精度,验证了改进的有限元重度增加法在三维边坡稳定性分析中的可行性,能够很好地指导工程实际。
In this paper,3-D slope stability analysis has been conducted with the Modified FEM GIM through Ansys--a large-scale finite element analysis software,and the obtained results are compared with results gained through SRM.The comparison shows that the Modified FEMGIMhas ideal accuracy,and it can be concluded from the results that the modified GIMis applicable and flexible in 3-D slope stability analyses.And this method have certain instructive significance to engineering practice.
出处
《企业技术开发》
2012年第4期4-5,14,共3页
Technological Development of Enterprise
