| 有限元强度折减法在边坡稳定性分析中的应用 |
| |
| 引用本文： | 刘超飞,张朋.有限元强度折减法在边坡稳定性分析中的应用[J].适用技术之窗,2011(10):166-169. |
| |
| 作者姓名： | 刘超飞 张朋 |
| |
| 作者单位： | 石家庄经济学院勘查技术学院,河北石家庄050031 |
| |
| 摘 要： | 采用有限元强度折减法与极限平衡法对边坡的稳定性进行分析，并对两者所确定的安全系数以及滑动面的情况进行比较，解决了极限平衡法不能反映坡体塑性变形趋势以及模拟的滑动面与实际不吻合的问题。
|
| 关 键 词： | 边坡 安全系数 有限元强度折减法 ANSYS |
Strength Reduction in the Finite Element Analysis of Slope Stability |
| |
| Liu Chaofei Zhang Peng.Strength Reduction in the Finite Element Analysis of Slope Stability[J].Science & Technology Plaza,2011(10):166-169. |
| |
| Authors: | Liu Chaofei Zhang Peng |
| |
| Affiliation: | Liu Chaofei Zhang Peng(Shijiazhuang University of Economics Exploration Institute of Technology, Hebei Shijiazhuang 050031) |
| |
| Abstract: | Strength reduction finite element method and limit equilibrium slope stability analysis, and safety factor determined by the two and comparing the situation of the sliding surface, to solve the limit equilibrium method does not reflect the trend of plastic deformation and the slope Of the sliding sin＇face does not fit the actual simulation. |
| |
| Keywords: | Slope Safety Factor the Finite Element Strength Reduction Method ANSYS |
| 本文献已被 维普 等数据库收录！ |
