| 边坡稳定性及安全系数确定研究 |
| |
| 引用本文： | 张彬,柳东委,许中国.边坡稳定性及安全系数确定研究[J].山西建筑,2009,35(33):87-88. |
| |
| 作者姓名： | 张彬 柳东委 许中国 |
| |
| 作者单位： | 辽宁工程技术大学,辽宁阜新,123000 |
| |
| 摘 要： | 指出在边坡稳定性分析中,一般采用安全系数来衡量边坡的稳定性,并根据安全系数采取相应的边坡治理措施,因此边坡的安全系数取值大小对于边坡安全、工程效益有着直接影响,采用有限元分析法,利用ANSYS有限元分析软件,确定了安全系数范围,从而确定安全系数的大小。
|
| 关 键 词： | 边坡 稳定性 安全系数 有限元 |
Research on side slope stability and identification of safety parameters |
| |
| ZHANG Bin,LIU Dong.wei XU Zhong-guo.Research on side slope stability and identification of safety parameters[J].Shanxi Architecture,2009,35(33):87-88. |
| |
| Authors: | ZHANG Bin LIU Dongwei XU Zhong-guo |
| |
| Affiliation: | ZHANG Bin LIU Dong.wei XU Zhong-guo |
| |
| Abstract: | The paper points out that the safe parameter can be adopted to evaluate the stability of the side slope in the analysis of the slope stability,adopts relative side slope treatment measures based on the safe parameter,and the safe parameter of the side slope has the direct influence on the security of the slope and the project efficiency,applies the finite element analysis method with ANSYS software,and identifies the scope of the safe parameters,so as to make sure the safe parameter. |
| |
| Keywords: | side slope stability safe parameter finite element |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
